haydon_catalog_2013.pdf
TRANSCRIPT
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H-Strut Metal FraMingno. 13 engineering Catalog
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As a leader in the industry, we pride ourselves on a 50-year dedication to quality and service. It begins with the materials we use, and continues with an ongoing relationship with our satisfied and loyal customer base.
Demanding clients deserve the best. Haydon Corporations commitment to quality ensures that our
customers receive unparalleled levels of service -- where knowledgeable sales staff knows the business and more importantly, your needs.
TEAM HAYDON welcomes the opportunity to prove this to you. We look forward to discussing your strut needs and requirements to help build a mutually rewarding relationship.
n A rigorous quality system guarantees our ability to exceed industry tolerances
n Raw Materials Inspection
n In-line quality checks
n Routine destructive testing
n Routine materials supplier assessments
n The cleanest channel in the framing industry
n Shrink-wrapped painted strut bundles
n Oil-free strut bundles that will keep your warehouses and job sites free of tramp oil
n Complete material traceability with full mill certifications upon request
n UL Listed Electrical Products - Channel Raceway - Channel Raceway Fittings - Channel Raceway Base - Channel Raceway Closure Strip
n LEED Certifiable. - 4/4.2 - 5/5.2
n Buy American Act Compliant
n American Reinvestment Recovery Act Compliant (A.R.R.A)
WHy Buy FroM Corporation?
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3Product catalog 800-2-HAYDON
Haydon Corporation is a leading manufacturer of strut metal framing systems, serving the industrial and commercial construction industries, as well as the communications and OEM markets. In addition, Haydon serves the residential and commercial hydronic heating industry with a full line of hot water baseboard heating products.
For over fifty years, Haydon has grown into a recognized manufacturer of its own branded products, including H-Strut" metal framing systems and HAYDON" hydronic radiation products.
Haydons manufacturing facilities are strategically located in the northeast with stocking distribution locations nationwide. Because of our continuous focus on investment in equipment and technology, our customers are assured of quality products and timely delivery.
Haydons seasoned sales staff and advanced engineering department stand ready to meet your every requirement. Our companys strengths are defined by superior products and, most importantly, the best customer service in the industries we serve.
Haydon Corporation415 Hamburg TurnpikeWayne, NJ 07470
Haydon Corporation1139 W. N. Carrier ParkwayGrand Prairie, TX 75050
National ElectricalManufacturers RepresentativesAssociation
401 N. Michigan Ave.Chicago, IL 60611Tel: 312-644-6610
Local 210International Brotherhood of Teamsters
All products are union made.
Specialty Tools &Fasteners DistributorsAssociation
1-800-242-9366Tel: 973-904-0800Fax: 973-904-0016
E-mail: [email protected]
www.haydoncorp.com
METALFRAMINGMANUFACTURERSASSOCIATION
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4 www.haydoncorp.com
3 Depending on the style of assembly being made, the appropriate fitting is then positioned over the nut and a cap screw is inserted.
4 Finally the screw is tightened using an ordinary wrench, causing the serrated teeth in the grip nut to bite into the channel lips, positively locking the components into a rigid assembly.
The H-Strut Metal Framing System provides a continuous support system that is fully adjustable, completely reusable and comes with the added benefit of many time-saving features. That translates into a system that is strong, fast, and economical with no welding or drilling. From planning to actual construction, your job will proceed smoothly in less time and with less effort.
With the H-Strut channel and fittings, lightweight suspension systems can be quickly erected in an unlimited variety of styles, to meet all your structural requirements, providing a firm anchorage for any type of pipe hanger or support application. In situations using poured concrete construction,
H-Strut concrete insert channel provides a continuous, flush mounting slot in floors, walls or ceilings.
This catalog is not intended to show the complete H-Strut line of fittings and accessories, but rather to illustrate the most commonly used items. Literally hundreds of additional items are available, most from stock, to meet your requirements.Our engineering department will be happy to assist you in incorporating H-Strut into your next project. Our recommendations will be provided to you without obligation.
The H-Strut Metal Framing System offers a unique and flexible series of metal channels and fittings designed to fill a wide variety of construction requirements, from supporting sprinkler systems, electrical conduit or any other piping system, to the erection of mezzanines, walkways, or guardrails. H-Strut has also demonstrated its usefulness in a multitude of OEM applications, including such products as scaffolding, conveyors, electronic enclosures, and truck body parts just to name a few.
A SAw, A wREnCh, AnD h-StRUt
1 Fabrication with H-Strut is simple and fast. First cut the strut channel to the desired length with a hacksaw, chop saw, or powered band saw.
2 Next insert the special grip nut with integrated retaining spring into the channel slot and turn 90 degrees to align the nut grooves with the channel lips. The nut may be slid to any desired location along the entire length of the channel allowing total adjustability.
nO DRILLInG nO wELDInG nO SPECIAL tOOLS
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5Product catalog 800-2-HAYDON
CHANNELS . . . . . . . . . . . . . . . . . . . . . . . . . . . . .Pages 17 - 40
WELDED CHANNELS . . . . . . . . . . . . . . . . . . . . .Pages 41 - 52
GRIP LOCK NUTS & HARDWARE . . . . . . . . . . . .Pages 53 - 58
PIPE CLAMPS . . . . . . . . . . . . . . . . . . . . . . . . . . .Pages 59 - 70
GENERAL FITTINGS . . . . . . . . . . . . . . . . . . . . . .Pages 71 - 90
BEAM CLAMPS . . . . . . . . . . . . . . . . . . . . . . . . . .Pages 91 - 96
BRACKETS . . . . . . . . . . . . . . . . . . . . . . . . . . . . Pages 97 - 100
ELECTRICAL . . . . . . . . . . . . . . . . . . . . . . . . . . Pages 101 - 112
CONCRETE INSERTS & ACCESSORIES . . . . . Pages 113 - 120
STAINLESS CHANNELS & ACCESSORIES . . . Pages 121 - 132
H-BLOCK ROOFTOP SUPPORT SYSTEMS . . Pages 133 - 142
SOLAR RACKING SYSTEMS . . . . . . . . . . . . . . Pages 143 - 146
TECHNICAL DATA . . . . . . . . . . . . . . . . . . . . . . Pages 147 - 153
CROSS REFERENCE . . . . . . . . . . . . . . . . . . . . Pages 154 - 167
INDEX . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Pages 168 - 176
TABLE OF CONTENTS
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PICTORIAL INDEX
6 PICTORIAL INDEX www.haydoncorp.com
H-112Channel
Size: 314" x 158" x 12 GAPage 18
H-112-OSChannel w/ Slots
Size: 314" x 158" x 12 GA916" x 118" Slotson 2" Centers
Page 19
H-112-KOChannel w/ Knock OutsSize: 314" x 158" x 12 GA
78" Knock Outson 6" Centers
Page 19
H-112-RS & RS-MODChannel w/ Holes
Size: 314" x 158" x 12 GA916" (34") Holes on
178" CentersPage 19
H-112-OS3Channel w/ Long Slots
Size: 314" x 158" x 12 GA1332" x 3" Slotson 4" Centers
Page 19
H-112-AWelded Channel
Size: 612" x 158" x 12 GATwo Pcs. H-112 Welded
Back-to-BackPage 42
H-122Channel
Size: 2716" x 158" x 12 GAPage 20
H-122-OSChannel w/ Slots
Size: 2716" x 158" x 12 GA916" x 118" Slotson 2" Centers
Page 21
H-122-KOChannel w/ Knock Outs
Size: 2716" x 158" x 12 GA78" Knock Outson 6" Centers
Page 21
H-122-RS & RS-MODChannel w/ Holes
Size: 2716" x 158" x 12 GA916" (34") Holes on
178" CentersPage 21
H-122-OS3Channel w/ Long Slots
Size: 2716" x 158" x 12 GA1332" x 3" Slotson 4" Centers
Page 21
H-122-AWelded Channel
Size: 478" x 158" x 12 GATwo Pcs. H-122 Welded
Back-to-BackPage 43
H-132Channel
Size: 158" x 158" x 12 GAPages 22, 103
H-132-OSChannel w/ Slots
Size: 158" x 158" x 12 GA916" x 118" Slotson 2" Centers
Page 23
H-132-KOChannel w/ Knock OutsSize: 158" x 158" x 12 GA
78" Knock Outson 6" Centers
Pages 23, 103
H-132-RS, RS-MOD2, & RS-MOD
Channel w/ HolesSize: 158" x 158" x 12 GA
916" (34") Holes on178" (2") Centers
Page 23
H-132-OS3Channel w/ Long Slots
Size: 158" x 158" x 12 GA1332" x 3" Slotson 4" Centers
Page 23
H-132-AWelded Channel
Size: 314" x 158" x 12 GAWelded Back-to-Back
Page 44
H-134Channel
Size: 158" x 158" x 14 GAPage 24
H-134-OSChannel w/ Slots
Size: 158" x 158" x 14 GA916" x 118" Slotson 2" Centers
Page 25
H-134-KOChannel w/ Knock OutsSize: 158" x 158" x 14 GA
78" Knock Outson 6" Centers
Page 25
H-134-RS, RS-MOD2, & RS-MOD
Channel w/ HolesSize: 158" x 158" x 14 GA
916" (34") Holes on178" (2") Centers
Page 25
H-134-OS3Channel w/ Long Slots
Size: 158" x 158" x 14 GA1332" x 3" Slotson 4" Centers
Page 25
H-134-AWelded Channel
Size: 314" x 158" x 14 GATwo Pcs. H-134 Welded
Back-to-BackPage 45
CHANNEL
H-152Channel
Size: 1" x 158" x 12 GAPage 28
H-152-OSChannel w/ Slots
Size: 1" x 158" x 12 GA916" x 118" Slotson 2" Centers
Page 29
H-152-KOChannel w/ Knock OutsSize: 1" x 158" x 12 GA
78" Knock Outson 6" Centers
Page 29
H-152-RS & RS-MODChannel w/ Holes
Size: 1" x 158" x 12 GA916" (34") Holes on
178" CentersPage 29
H-152-OS3Channel w/ Long SlotsSize: 1" x 158" x 12 GA
1332" x 3" Slotson 4" Centers
Page 29
H-152-AWelded Channel
Size: 1" x 158" x 12 GATwo Pcs. H-152 Welded
Back-to-BackPage 47
H-142Channel
Size: 138" x 158" x 12 GAPage 26
H-142-OSChannel w/ Slots
Size: 138" x 158" x 12 GA916" x 118" Slotson 2" Centers
Page 27
H-142-KOChannel w/ Knock OutsSize: 138" x 158" x 12 GA
78" Knock Outson 6" Centers
Page 27
H-142-RS & RS-MODChannel w/ Holes
Size: 138" x 158" x 12 GA916" (34") Holes on
178" CentersPage 27
H-142-OS3Channel w/ Long Slots
Size: 138" x 158" x 12 GA1332" x 3" Slotson 4" Centers
Page 27
H-142-AWelded Channel
Size: 234" x 158" x 12 GATwo Pcs. H-142 Welded
Back-to-BackPage 46
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7Product catalog
PICTORIAL INDEX
PICTORIAL INDEX800-2-HAYDON
H-172Channel
Size: 78" x 158" x 12 GAPage 30
H-172-OSChannel w/ Slots
Size: 78" x 158" x 12 GA916" x 118" Slotson 2" Centers
Page 31
H-172-KOChannel w/ Knock OutsSize: 78" x 158" x 12 GA
78" Knock Outson 6" Centers
Page 31
H-172-RS & RS-MODChannel w/ Holes
Size: 78" x 158" x 12 GA916" (34") Holes on
178" CentersPage 31
H-172-OS3Channel w/ Long SlotsSize: 78" x 158" x 12 GA
1332" x 3" Slotson 4" Centers
Page 31
H-172-AWelded Channel
Size: 138" x 158" x 12 GATwo Pcs. H-172 Welded
Back-to-BackPage 48
H-162Channel
Size: 1316" x 158" x 12 GAPage 32
H-162-OSChannel w/ Slots
Size: 1316" x 158" x 12 GA916" x 118" Slotson 2" Centers
Page 33
H-162-RS & RS-MODChannel w/ Holes
Size: 1316" x 158" x 12 GA916" (34") Holes on
178" CentersPage 33
H-162-OS3Channel w/ Long Slots
Size: 1316" x 158" x 12 GA1332" x 3" Slotson 4" Centers
Page 33
H-164Channel
Size: 1316" x 158" x 14 GAPage 34
H-164-OSChannel w/ Slots
Size: 1316" x 158" x 14 GA916" x 118" Slotson 2" Centers
Page 35
H-162-KOChannel w/ Knock Outs
Size: 1316" x 158" x 12 GA78" Knock Outson 6" Centers
Page 33
H-164-KOChannel w/ Knock Outs
Size: 1316" x 158" x 14 GA78" Knock Outson 6" Centers
Page 35
H-179Mini Strut
Size: 1316" x 1316" x 19 GAPage 38
H-189Mini-Strut
Size: 1332" x 1316" x 19 GAPage 39
C-900Raceway Closure Strip
For All 158" Width Channels (10' Length)
Page 104
C-900PPlastic Closure Strip
For All 158" Width Channels (10' Length)
Page 118
H-164-RS & RS-MODChannel w/ Holes
Size: 1316" x 158" x 14 GA916" (34") Holes on
178" CentersPage 35
H-164-OS3Channel w/ Long Slots
Size: 1316" x 158" x 14 GA1332" x 3" Slotson 4" Centers
Page 35
H-162-AWelded Channel
Size: 158" x 158" x 12 GATwo Pcs. H-162 Welded
Back-to-BackPage 49
H-164-AWelded Channel
Size: 158" x 158" x 14 GATwo Pcs. H-164 Welded
Back-to-BackPage 50
CHANNEL
H-132-RS3Channel
Size: 158" x 158" x 12 GA916" Holes on 178" Centers
on All Three SidesPage 23
H-132-BWelded Channel
Size: 314" x 158" x 12 GAWelded Side-to-Side
Page 41
H-132-CWelded Channel
Size: 314" x 158" x 12 GAWelded Side-to-Back
Page 41
H-132-DWelded Channel
Size: 314" x 158" x 12 GAWelded Side-to-Opposite-Side
Page 41
H-132-D3Welded Channel
Size: 478" x 158" x 12 GAWelded Side-to-Opp. -
Side-to-Opp.-Side Page 41
H-132-A4Welded Channel
Size: 314" x 314" x 12 GAWelded Back-to-Back
Page 41
H-132-C3Welded Channel
Size: 478" x 158" x 12 GAWelded Back-to-Side-to-Back
Page 41
H-166-GChannel
Size: 1316" x 158" x 16 GAPage 36
H-166-G-OSChannel w/ Slots
Size: 1316" x 158" x 16 GA916" x 118" Slotson 2" Centers
Page 37
H-166-G-KOChannel w/ Knock Outs
Size: 1316" x 158" x 16 GA78" Knock Outson 6" Centers
Page 37
H-166-G-RS & RS-MODChannel w/ Holes
Size: 1316" x 158" x 16 GA916" (34") Holes on
178" CentersPage 37
H-166-G-OS3Channel w/ Long Slots
Size: 1316" x 158" x 16 GA1332" x 3" Slotson 4" Centers
Page 37
H-166-G-AWelded Channel
Size: 158" x 158" x 16 GATwo Pcs. H-166-G
Welded Back-to-BackPage 51
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PICTORIAL INDEX
8 PICTORIAL INDEX www.haydoncorp.com
N-8771Double Nut
Use with all 158" wide channelPage 57
Hexagon NutPage 56
Rod CouplerPage 57
All-Thread Rod
Page 57, 132
U-BoltPage 58
Flat WasherPage 56
Lock WasherPage 56
Round Head Machine Screw
Page 56
Flat Head Machine Screw
Page 56
Square NutPage 56
N-8700Seismic Rod Stiffener
Page 55
N-8701Seismic Rod Stiffener
Page 55
Hex Head Cap ScrewPage 56
N-830Long Spring
Use with H-112, H-122Page 54
N-800 (800SS)Without Spring
Use with all 158" wide channel.SS803 use with H-132, H-134.
Page 54, 132
N-820 (820SS)Regular Spring
Use with H-132, H-134, H-142.SS use with H-132, H-134.
Page 54,132
N-810Short Spring
Use with H-152, H-164, H-172
Page 54
TSN-800With Top SpringUse with all 158"
wide channelPage 54
SN Stud NutWith RS Spring
Page 57
THREADED FASTENERS
GRIP LOCK NUTS
N-840 SeriesUse with H-179, H-189
mini strut.Page 55
N-850 SeriesUse with H-189 mini strut.
Page 55
N-860 SeriesUse with H-179 mini strut.
Page 55
C-1105Conduit Clamp
Page 63
RACRight Angle Pipe or
Conduit ClampPage 62
C-1102Rigid Conduit Clamp
Page 60
C-1104Universal Clamp
Page 60
Cushion WrapPage 65
C1000 & C-2000Cushion Clamp Assembly
Page 64
C-1109One Hole Tubing Clamp
Page 63
C-1108Pipe StrapPage 63
C-1107Parallel Pipe Clamp
Page 62
C-1100EMT Clamp
Page 60
C-1101Tubing Clamp
Page 61
PIPE & CONDUIT SUPPORTS
C-1101-CTTubing Clamp
Page 62
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9Product catalog
PICTORIAL INDEX
PICTORIAL INDEX800-2-HAYDON
F-203Two Hole Splice
PlatePage 72
F-202Flat Plate ConnectorPage 72
F-206-1 and -2Three Hole Splice Plate
Page 72
F-207Three Hole Swivel Plate
Page 73
F-204Two Hole
Connecting PlatePage 72
F-216Cross Plate
Page 73
F-213T" PlatePage 73
F-210Flat Angle Plate
Page 73
F-214Four Hole Corner Plate
Page 73
F-205Four Hole Splice Plate
Page 73
F-201Square Washer
Page 72
F-201-INGuided Square Washer
Page 72
FLAT PLATES
Cush-A-ThermThermal Barrier
ProtectionPages 66
F-219Flat Connector
Page 74
F-212Three Hole Connector
Page 74
F-220Cross Connector
Page 74
F-211Flat Corner Connector
Page 74
F-218Four Hole Corner
ConnectorPage 74
F-217Four Corner Connector
Page 74
Cush-A-Claw
Pages 67
Cush-A-Click
Pages 68
Cush-A-Clip
Pages 68
Cush-A-Grip
Pages 69
Saddle-Up
Pages 70
PIPE & CONDUIT SUPPORTS CONT.
F-221Flat Corner Connector
Page 74
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PICTORIAL INDEX
10 PICTORIAL INDEX www.haydoncorp.com
A-338Corner Angle
Page 78
A-311Four Hole Corner
AnglePage 79
A-330RH & LH Angle Plate
ConnectorPage 79
A-307Angle Bracket
Page 79
A-3194Four Hole Open Angle Connector
Page 77
A-3174Four Hole Closed Angle Connector
Page 78
A-337Slotted 90 Angle
Page 78
A-3360Two Hole Slotted 90
Corner ConnectorPage 78
A-336Two Hole Slotted 90
Corner ConnectorPage 78
A-317Two Hole Closed Angle Connector
Page 77
A-319Angle Bracket
Page 77
A-320Open Angle Bracket
Page 77
A-312Four Hole 90 T-Plate Angle
Page 79
A-318RH & LH
Two Hole Offset Z Support Page 79
A-335Universal Angle
BracketPage 79
A-309Four Hole Corner Joint Connector
Page 76
A-314Five Hole Corner
ConnectorPage 76
A-310Four Hole Joint Corner Angle
Page 76
A-313Four Hole Shelf Joint
Angle ConnectorPage 76
A-315 & A-315-1Adjustable Double
Slotted Corner ConnectorPage 76
A-316Angle Fitting
Page 77
A-302Two Hole End Angle
Page 75
A-303No-Twist Corner Angle
(1 Indent)Page 75
A-305Three Hole Corner Angle
Page 75
A-306Three Hole Corner Angle
Page 75
A-301Two Hole Corner Angle
Page 75
A-304No-Twist Corner Angle
(2 Indent)Page 75
ANGLE FITTINGS & CONNECTORS
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11Product catalog
PICTORIAL INDEX
PICTORIAL INDEX800-2-HAYDON
A-327Five Hole Two Angle
ConnectorPage 82
A-321-1RH & LH Six Hole Corner Connector
Page 81
A-326-1Eight Hole Double
Corner Angle ConnectorPage 81
A-327-1Ten Hole Two Angle
ConnectorPage 82
A-321RH & LH Two Hole Single Corner Angle Connector
Page 81
A-329Two Way Wing
GussetPage 83
A-329-1Three Way Wing
GussetPage 83
A-328Six Hole Three
Angle ConnectorPage 82
A-328-1Twelve Hole Three Angle Connector
Page 82
A-327-2Eight Hole Three Angle Connector
Page 82
Z ANGLE BRACKETS
B-613Six Hole U SupportUse with H-132, H-134
Page 84
A-324Z Angle Support
Page 80
A-341Z Angle Support
Page 80
A-340Z AnglePage 80
A-325Z-Angle Offset
Page 80
WING FITTINGS
A-326Four Hole Double Corner
Angle ConnectorPage 81
U SUPPORTS
B-601-7Three Hole U Support
Use with H-122-APage 83
B-610U Support
Use with H-112, H-122-A, H-134-A - Page 83
B-601 SeriesU Support
Use with H-162, H-164Page 83
B-611U Support
Page 84
B-612U Support
Page 84
A-323 SeriesZ Angle Support
Use with H-152Page 80
A-322Z Angle Support
Use with H-132, H-134,H-164-APage 80
B-616Cup Support for
Standard Single StrutPage 84
B-614Eight Hole U Support
Use with H-122-APage 84
B-602Slotted U Support
Use with H-132, H-134Page 84
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PICTORIAL INDEX
12 PICTORIAL INDEX www.haydoncorp.com
B-620A-FLDouble Post Base
Page 88
B-620-FLSingle Post Base
Page 88
B-620-FL-1Single Post Base
Use with H-122, H-134Page 88
B-619A-FLDouble Post Base
Page 88
B-609Two Hole Splice Channel
Use with H-132, H-134Page 85
B-607Two Hole Splice Channel
Use with H-162, H-164Page 85
B-604Three Hole Splice Channel
Use with H-132, H-134Page 85
B-606Three Hole Splice Channel
Use with H-162, H-164Page 85
B-605Four Hole Splice Channel
Use with H-132, H-134Page 85
B-608Four Hole Splice Channel
Use with H-162, H-164Page 85
SPLICE CLEVIS
B-630-FLDouble Column Post BaseUse with H-112, H-122-A,
H-132-B, H-132-C, H-132-DPage 86
B-620A-SQDouble Post Base
Page 87
B-640Post Base
Use with H-122, H-134Page 87
B-620-ADouble Post Base
Page 86
B-632Double Post Base
Page 86
B-619Single Post Base
Use with H-122, H-134Page 86
B-619-FLSingle Post Base
Page 88
B-619-SQSingle Post Base
Page 87
B-619A-SQDouble Post Base
Page 87
B-620-SQSingle Post Base
Page 87
B-619-ADouble Post Base
Use with all 314" ChannelsPage 86
B-620Single Post Base
Use with H-122, H-134Page 86
POST BASES
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13Product catalog
PICTORIAL INDEX
PICTORIAL INDEX800-2-HAYDON
M-6013712 Stair Support
Page 90
M-60245 Stair Support
Page 90
M-605Pipe Axle Support
Page 90
M-611Wall Bracket
Page 90
M-610Ladder Rung
Page 90
SPECIALTY FITTINGS
C-440Electrical Beam Clamp
Page 95
C-405MMalleable C-Clamp
Page 93
C-405C-Clamp Steel
Page 93
C-420Top Beam Clamp
Page 96
C-430Beam Clamp
Page 96
C-410Beam Clamp
Page 95
C-411Beam Clamp
Page 95
C-407Beam Clamp
Page 94
C-403Beam Clamp
Page 93
C-401Angular C Beam Clamp
Page 92
C-408 SeriesBeam Clamp
Page 94
C-402Beam Clamp
Page 92
C-415Double U Bolt
Beam ClampPage 94
C-416U Bolt Beam Clamp
with HookPage 94
C-412Column Beam Clamps
Page 92
C-413Column Beam Clamps
Page 92
C-404Beam Clamp
Page 93
BEAM CLAMPS
B-603Knee Brace
Page 89
SW-201Saddle Washer
Page 89
B-615Clevis Connector
Page 89
Plastic Red & White Safety End Cap
Page 89
C-406Beam Clamp
Page 93
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PICTORIAL INDEX
14 PICTORIAL INDEX www.haydoncorp.com
C-900Closure Strip
Page 104
H-132 & H-132-KO
RacewaysPage 103
E-501Conduit Connector Plate
Pages 106 - 107
E-502Aluminum Wire Stud
Page 104
E-503Fluorescent Fixture NutPage 104
E-503-SNFixture Stud Nut
Page 104
E-5133 Knock-Out Plate
Page 110
E-504Conduit End Cap
Page 105
E-505Snap Type Fluorescent
Fixture HangerPage 108
E-5104 Hole Splice Clevis
Page 109
E-511Stud PlatePage 110
E-512Tapped Plate
Page 110
CC-1110Cable ClampPages 111
PS-7000 EGPole Separator
Pages 112
ELECTRICAL
T-610Single Channel Bracket
Page 98
T-620Shelf Bracket
Page 100
T-621Shelf Bracket
Page 100
T-622Shelf Bracket
Page 100
T-630Shelf Bracket
Page 99
T-611Double Channel Bracket
Page 98
T-612BracketPage 98
T-613BracketPage 98
T-617BracketPage 99
T-615BracketPage 99
T-616BracketPage 99
BRACKETS
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15Product catalog
PICTORIAL INDEX
PICTORIAL INDEX800-2-HAYDON
STAINLESS STEELCHANNEL AVAILABLE IN CONFIGURATIONS SHOWN ON PAGES 4 AND 5.
H-132-SSChannel
Size: 158" x 158" x 12 GAPage 122
H-132-SS-OSChannel w/ Slots
Size: 158" x 158" x 12 GA916" x 118" Slotson 2" Centers
Page 123
H-132-SS-KOChannel w/ Knock OutsSize: 158" x 158" x 12 GA
78" Knock Outson 6" Centers
Page 123
H-132-SS-RS & RS-MOD
Channel w/ HolesSize: 158" x 158" x 12 GA
916" (34") Holes on178" Centers
Page 123
H-132-SS-OS3Channel w/ Long Slots
Size: 158" x 158" x 12 GA1332" x 3" Slotson 4" Centers
Page 123
H-132-SS-RS3Channel
Size: 158" x 158" x 12 GA916" Holes on 178" Centers
on All Three SidesPage 123
H-134-SSChannel
Size: 158" x 158" x 14 GAPage 124
H-134-SS-OSChannel w/ Slots
Size: 158" x 158" x 14 GA916" x 118" Slotson 2" Centers
Page 125
H-134-SS-KOChannel w/ Knock OutsSize: 158" x 158" x 14 GA
78" Knock Outson 6" Centers
Page 125
H-134-SS-RS & RS-MOD
Channel w/ HolesSize: 158" x 158" x 14 GA
916" (34") Holes on178" Centers
Page 125
H-134-SS-OS3Channel w/ Long Slots
Size: 158" x 158" x 14 GA1332" x 3" Slotson 4" Centers
Page 125
H-164-SSChannel
Size: 1316" x 158" x 14 GAPage 126
H-164-SS-OSChannel w/ Slots
Size: 1316" x 158" x 14 GA916" x 118" Slotson 2" Centers
Page 127
H-164-SS-KOChannel w/ Knock Outs
Size: 1316" x 158" x 14 GA78" Knock Outson 6" Centers
Page 127
H-164-SS-RS & RS-MOD
Channel w/ HolesSize: 1316 x 158" x 14 GA
916" (34") Holes on178" Centers
Page 127
H-164-SS-OS3Channel w/ Long Slots
Size: 1316" x 158" x 14 GA1332" x 3" Slotson 4" Centers
Page 127
H-1200Spot InsertPage 119
N-1200Square Nut for Spot Insert
Page 119
Styrofoam FillerPage 118
H-142-INContinuous Concrete
InsertWith or without Closure
Strip and End Cap InstalledPage 115
1001 SeriesType B End Cap
Use with H-132Page 115
1000 SeriesType A End Cap
Page 118
H-152-INContinuous Concrete
InsertWith or without Closure
Strip and End Cap InstalledPage 116
H-164-INContinuous Concrete
InsertWith or without Closure
Strip and End Cap InstalledPage 117
C-900PPlastic Closure Strip
Page 118
CONCRETE ACCESSORIES
H-132-INContinuous Concrete
InsertWith or without Closure
Strip and End Cap InstalledPage 114
-
PICTORIAL INDEX
16 PICTORIAL INDEX www.haydoncorp.com
H-BLOCK ROOFTOP SUPPORT SYSTEMS
H-132-INSSConcrete Insert
Page 131
C-1102SSPipe Clamps
Page 132
N-800SS SeriesGrip Lock Nuts w/o Spring
Page 132
N-820SS SeriesGrip Lock Nuts, Reg. Spring
Page 132
All-Thread RodPage 132
H-132-SS-APage 128
H-134-SS-APage 129
H-164-SS-APage 130
STAINLESS STEEL CONT.CHANNEL AVAILABLE IN CONFIGURATIONS SHOWN ON PAGES 4 AND 5.
HBS-BaseSeries
Page 134
HBSSeries
Page 135
HBS-6Series
Page 136
HBS-CBBridge Series
Page 137
HBS-CEExtension Series
Page 138
HBS-RRoller Series
Page 139
HBS-CESSeries
Page 140
HBS-DSFWFixed Width Duct Support
Page 141
HBS-DSAWAdjustable Duct Support
Page 142
SOLAR RACKING SYSTEMS
INSTARACK10Solar Racking
Page 146
INSTARACK15Solar Racking
Page 146
-
17Product catalog Channel800-2-haYDOn
SpecificationsGENERALH-STRUT channels are manufactured by a series of forming dies, or rolls, which progressively cold work the strip steel into the desired channel configuration. This method produces a cross section of uniform dimensions within a tolerance of plus or minus 0.015", on outside dimensions.
WELDINGChannel combinations of two or more elements are spot welded together to form various multiple combinations, see page 41. The spot welds are spaced two or three inches on centers throughout the length of the multiple channel sections.
LENGTH INFORMATIONH-STRUT Channels are produced and stocked in 10' and 20' lengths with a tolerance of 18". Other lengths are available upon request.
LOADING DATA1. When calculating load at center of span, multiply load from table by 0.5 and deflection by 0.8.2. When calculating beam and column loads for
aluminum, multiply by 33%.
MATERIALH-STRUT channels are produced from prime structural steel covered by the following specifications. (See technical section for additional information) Pre-Galvanized Steel . . . . . . . . . . .ASTM A-653 Plain Steel . . . . . . . . . . . . . . . . . . . .ASTM A-1011-04-SS Aluminum (Type 6063T6) . . . . . . . .ASTM B-221 Stainless Steel (Type 304 & 316) . .ASTM A-240 Other materials and specifications available on request.
FINISHESAll H-STRUT channels are stocked in pre-galvanized and powder coated Supr-Green. Some sizes are stocked in zinc trivalent chromium, PVC or hot dipped galvanized. (See technical section for additional information) Hot Dipped Galvanized . . . . . . . . .ASTM A-123 Zinc Trivalent Chromium . . . . . . . .ASTM B-633-85 Powder Coated Supr-Green . . . . . .ASTM B-117 PVC Coating 40 ML Thickness - Available Upon Request
CHANNEL
-
CHANNEL
18 CHANNEL www.haydoncorp.com
Channel
h-112314" X 158"12 Gauge Channel wt./100 ft. - 313#
Stocked in pre-galvanized, plain & powder coated Supr-Green, in both 10 & 20 ft. lengths. Note: Also available in Stainless Steel 304 & 316 Alloys. Other materials, finishes & lengths are available upon request.
1
1.762
41"
X
Y
3 87"
329"
83"8
5"
# Bearing Load may limit load
** Not recommended - KL/r exceeds 200
Notes
1. The beam capacities shown above include the weight of the strut beam. The beam weight must be subtracted from these capacities to arrive at the net beam capacity.
2. Allowable beam loads are based on a uniformly loaded, simply supported beam. For capacities of a beam loaded at midspan at a single point, multiply the beam capacity by 50% and deflection by 80%.
3. The above chart shows beam capacities for strut without holes. For strut with holes, multiply by the following:
OS by 88%, OS3 by 90%, RS ( 916 holes) by 88%, RS-MOD ( 34 holes) by 85%, KO by 82% .
4. Refer to page 52 for reduction factors for unbraced lengths
SECtIOn PROPERtIES
Catalog No.
Wt./Ft. Lbs.
Area of Section Sq. In.
X-X Axis Y-Y Axis
I in4 S in3 r in. l in4 S in3 r in.
H-112 3.13 0.887 1.100 0.633 1.114 0.431 0.530 0.697
I = Moment of Inertia S = Section Modulus r = Radius of Gyration
Span (In)
Static Beam Load (X-X Axis)Max.
Allowable Load at
Slot Face (Lbs)
Column Loading Data
Max Allowable Uniform
Load (Lbs)
Deflection at Uniform
Load (In)
Uniform Load at Deflection Max. Column Load Applied at C.G.
Span/180 Deflection
(Lbs)
Span/240 Deflection
(Lbs)
Span/360 Deflection
(Lbs)
Weight of Channel
(Lbs)
Unbraced Height
(In)
k=.65 (Lbs)
k=.80 (Lbs)
k=1.0 (Lbs)
k=1.2 (Lbs)
12 10,610 0.01 10,610 10,610 10,610 3.1 12 6,170 19,600 19,060 18,210 17,24018 7,070 0.02 7,070 7,070 7,070 4.7 18 5,950 18,320 17,240 15,630 13,92024 5,300 0.03 5,300 5,300 5,300 6.3 24 5,650 16,720 15,070 12,770 10,56030 4,240 0.05 4,240 4,240 4,240 7.8 30 5,270 14,920 12,770 10,030 7,64036 3,540 0.07 3,540 3,540 3,540 9.4 36 4,840 13,060 10,560 7,640 5,65042 3,030 0.09 3,030 3,030 3,030 11.0 42 4,360 11,230 8,560 5,910 4,45048 2,650 0.12 2,650 2,650 2,650 12.5 48 3,860 9,530 6,850 4,790 3,66060 2,120 0.18 2,120 2,120 1,920 15.7 60 3,100 6,680 4,790 3,450 2,71072 1,770 0.26 1,770 1,770 1,340 18.8 72 2,570 4,980 3,660 2,710 2,17084 1,520 0.36 1,520 1,470 980 21.9 84 2,200 3,950 2,960 2,240 1,82096 1,330 0.47 1,330 1,130 750 25.0 96 1,930 3,270 2,500 1,920 1,580
108 1,180 0.60 1,180 890 590 28.2 108 1,730 2,800 2,170 1,690 1,390120 1,060 0.74 960 720 480 31.3 120 1,560 2,450 1,920 1,510 **144 880 1.06 670 500 330 37.6 144 1,320 1,980 1,580 ** **168 760 1.44 490 370 250 43.8 168 1,150 1,670 1,340 ** **180 710 1.65 430 320 210 47.0 180 ** 1,550 ** ** **192 660 1.88 380 280 190 50.1 192 ** 1,450 ** ** **216 590 2.38 300 220 150 56.3 216 ** ** ** ** **240 530 2.94 240 180 120 62.6 240 ** ** ** ** **
-
19Product catalog
CHANNEL
CHANNEL800-2-HAYDON
Chan
nel
h-112-OS
Wt./100 Ft.: 308
h-112-RS
Wt./100 Ft.: 308
h-112-RS-MOD
Wt./100 Ft.: 308
h-112-OS3
Wt./100 Ft.: 298
h-112-KO
Wt./100 Ft.: 313
Dia. Knockouts87"
85"1
6"3"
Dia. Holes81"
85"
169"
167"
1
1x
2"
85"
21"
1
4"
Slot3213" 3x
Dia. Holes
87"
1615"
43"
1
85"1
Dia. Holes
87"
1615"
169"
1
85"1
-
CHANNEL
20 CHANNEL www.haydoncorp.com
Channel
h-1222716" X 158"12 Gauge Channel wt./100 ft. - 254#
Stocked in pre-galvanized, plain & powder coated Supr-Green, in both 10 & 20 ft. lengths. Note: Also available in Stainless Steel 304 & 316 Alloys. Other materials, finishes & lengths are available upon request.
2
Y
X
1
1.347
167" 8
7"
329"
83"
85"
SECtIOn PROPERtIES
Catalog No.
Wt./Ft. Lbs.
Area of Section Sq. In.
X-X Axis Y-Y Axis
I in4 S in3 r in. l in4 S in3 r in.
H-122 2.54 0.720 0.525 0.396 0.854 0.334 0.411 0.681
I = Moment of Inertia S = Section Modulus r = Radius of Gyration
# Bearing Load may limit load
** Not recommended - KL/r exceeds 200
Notes
1. The beam capacities shown above include the weight of the strut beam. The beam weight must be subtracted from these capacities to arrive at the net beam capacity.
2. Allowable beam loads are based on a uniformly loaded, simply supported beam. For capacities of a beam loaded at midspan at a single point, multiply the beam capacity by 50% and deflection by 80%.
3. The above chart shows beam capacities for strut without holes. For strut with holes, multiply by the following:
OS by 88%, OS3 by 90%, RS ( 916 holes) by 88%, RS-MOD ( 34 holes) by 85%, KO by 82% .
4. Refer to page 52 for reduction factors for unbraced lengths
Span (In)
Static Beam Load (X-X Axis)Max.
Allowable Load at
Slot Face (Lbs)
Column Loading Data
Max Allowable Uniform
Load (Lbs)
Deflection at Uniform
Load (In)
Uniform Load at Deflection Max. Column Load Applied at C.G.
Span/180 Deflection
(Lbs)
Span/240 Deflection
(Lbs)
Span/360 Deflection
(Lbs)
Weight of Channel
(Lbs)
Unbraced Height
(In)
k=.65 (Lbs)
k=.80 (Lbs)
k=1.0 (Lbs)
k=1.2 (Lbs)
12 6,640 0.01 6,640 6,640 6,640 2.5 12 5,050 15,940 15,530 14,880 14,14018 4,430 0.02 4,430 4,430 4,430 3.8 18 4,870 14,970 14,140 12,920 11,64024 3,320 0.04 3,320 3,320 3,320 5.1 24 4,630 13,750 12,500 10,790 9,16030 2,660 0.06 2,660 2,660 2,660 6.4 30 4,350 12,390 10,790 8,770 7,02036 2,210 0.09 2,210 2,210 2,210 7.6 36 4,030 11,000 9,160 7,020 5,36042 1,900 0.12 1,900 1,900 1,870 8.9 42 3,700 9,650 7,680 5,590 4,32048 1,660 0.15 1,660 1,660 1,430 10.2 48 3,350 8,400 6,390 4,620 3,63060 1,330 0.24 1,330 1,330 920 12.7 60 2,770 6,240 4,620 3,450 2,77072 1,110 0.35 1,110 960 640 15.2 72 2,360 4,790 3,630 2,770 2,26084 950 0.47 940 700 470 17.8 84 2,070 3,890 3,010 2,330 1,91096 830 0.62 720 540 360 20.3 96 1,850 3,290 2,580 2,020 1,650108 740 0.78 570 420 280 22.9 108 1,670 2,860 2,260 1,770 1,440120 660 0.97 460 340 230 25.4 120 1,520 2,530 2,020 1,580 **144 550 1.39 320 240 160 30.5 144 1,290 2,070 1,650 ** **168 470 1.89 230 180 120 35.6 168 1,110 1,750 1,380 ** **180 440 2.17 200 150 100 38.1 180 ** 1,620 ** ** **192 420 2.47 180 130 90 40.6 192 ** 1,510 ** ** **216 370 3.13 140 110 70 45.7 216 ** ** ** ** **240 330 3.86 110 90 60 50.8 240 ** ** ** ** **
-
21Product catalog
CHANNEL
CHANNEL800-2-HAYDON
Chan
nel
h-122-OS
Wt./100 Ft.: 249
h-122-RS
Wt./100 Ft.: 249
h-122-RS-MOD
Wt./100 Ft.: 249
h-122-OS3
Wt./100 Ft.: 239
h-122-KO
Wt./100 Ft.: 254
Dia. Knockouts87"
85"1
6"3"
Dia. Holes81"
85"
169"
167"
1
1x
2"
Dia. Holes
87"
1615"
169"
1
85"1
Dia. Holes
87"
1615"
43"
1
85"1
85"
21"
1
4"
Slot3213" 3x
-
CHANNEL
22 CHANNEL www.haydoncorp.com
Channel
h-132158" X 158"12 Gauge Channel wt./100 ft. - 194#
Stocked in pre-galvanized, plain, powder coated Supr-Green, zinc trivalent, PVC coated & aluminum, in 10 & 20 ft. lengths. Note: Also available in Stainless Steel 304 & 316 Alloys. Other materials, finishes & lengths are available upon request.
1 X
Y
1
0.923
85"
87"
329"
83"
85"
SECtIOn PROPERtIES
Catalog No.
Wt./Ft. Lbs.
Area of Section Sq. In.
X-X Axis Y-Y Axis
I in4 S in3 r in. l in4 S in3 r in.
H-132 1.94 0.552 0.188 0.208 0.584 0.236 0.290 0.654
I = Moment of Inertia S = Section Modulus r = Radius of Gyration
# Bearing Load may limit load
NR = Not Recommended
** Not recommended - KL/r exceeds 200
Notes
1. The beam capacities shown above include the weight of the strut beam. The beam weight must be subtracted from these capacities to arrive at the net beam capacity.
2. Allowable beam loads are based on a uniformly loaded, simply supported beam. For capacities of a beam loaded at midspan at a single point, multiply the beam capacity by 50% and deflection by 80%.
3. The above chart shows beam capacities for strut without holes. For strut with holes, multiply by the following:
OS by 88%, OS3 by 90%, RS ( 916 holes) by 88%, RS-MOD ( 34 holes) by 85%, RS3 ( 916 holes) by 88%, RS-MOD2 ( 916 holes) by 88%, KO by 82% .
4. Refer to page 52 for reduction factors for unbraced lengths
Span (In)
Static Beam Load (X-X Axis)Max.
Allowable Load at
Slot Face (Lbs)
Column Loading Data
Max Allowable Uniform
Load (Lbs)
Deflection at Uniform
Load (In)
Uniform Load at Deflection Max. Column Load Applied at C.G.
Span/180 Deflection
(Lbs)
Span/240 Deflection
(Lbs)
Span/360 Deflection
(Lbs)
Weight of Channel
(Lbs)
Unbraced Height
(In)
k=.65 (Lbs)
k=.80 (Lbs)
k=1.0 (Lbs)
k=1.2 (Lbs)
12 3,480 0.01 3,480 3,480 3,480 1.9 12 3,850 12,240 11,940 11,480 10,96018 2,320 0.03 2,320 2,320 2,320 2.9 18 3,710 11,540 10,960 10,130 9,29024 1,740 0.06 1,740 1,740 1,740 3.9 24 3,530 10,690 9,850 8,740 7,71030 1,390 0.09 1,390 1,390 1,310 4.9 30 3,330 9,780 8,740 7,470 6,38036 1,160 0.13 1,160 1,160 910 5.8 36 3,120 8,880 7,710 6,380 5,31042 990 0.17 990 990 670 6.8 42 2,910 8,020 6,800 5,470 4,43048 870 0.23 870 770 510 7.8 48 2,710 7,240 6,000 4,690 3,81060 700 0.35 660 490 330 9.7 60 2,340 5,910 4,690 3,630 2,96072 580 0.51 460 340 230 11.6 72 2,040 4,840 3,810 2,960 2,40084 500 0.69 340 250 170 13.6 84 1,800 4,040 3,200 2,480 1,98096 430 0.90 260 190 130 15.5 96 1,600 3,480 2,750 2,110 1,670
108 390 1.14 200 150 100 17.5 108 1,440 3,050 2,400 1,820 **120 350 1.41 160 120 80 19.4 120 1,290 2,700 2,110 ** **144 290 2.03 110 90 60 23.3 144 1,060 2,180 1,670 ** **168 250 2.77 80 60 40 27.2 168 ** 1,790 ** ** **180 230 3.18 70 50 40 29.1 180 ** ** ** ** **192 220 3.61 60 50 NR 31.0 192 ** ** ** ** **216 190 4.57 50 40 NR 34.9 216 ** ** ** ** **240 170 5.65 40 NR NR 38.8 240 ** ** ** ** **
-
23Product catalog
CHANNEL
CHANNEL800-2-HAYDON
Chan
nel
h-132-OS
Wt./100 Ft.: 189
h-132-RS3
Wt./100 Ft.: 179
h-132-RS
Wt./100 Ft.: 189
h-132-RS-MODh-132-RS-MOD2
Wt./100 Ft.: 187Wt./100 Ft.: 194
h-132-OS3
Wt./100 Ft.: 179
h-132-KO
Wt./100 Ft.: 194
Dia. Knockouts87"
85"1
6"3"
Dia. Holes81"
85"
169"
167"
1
1x
2"
85"
21"
1
4"
Slot3213" 3x
Dia. Holes
87"
1615"
43"
1
85"1
Dia. Holes(3 sides)
87"
1615"
169"
1
85"1
Dia. Holes
87"
169"
1
85"1
1615"
Dia. Holes169"
85"1
2"1"
-
CHANNEL
24 CHANNEL www.haydoncorp.com
Channel
h-134158" X 158"14 Gauge Channel wt./100 ft. - 145#
Stocked in pre-galvanized, plain & powder coated Supr-Green, in both 10 & 20 ft. lengths. Note: Also available in Stainless Steel 304 & 316 Alloys. Other materials, finishes & lengths are available upon request.
1 X
Y
1
0.905
85"
87"
83"
85"
329"
SECtIOn PROPERtIES
Catalog No.
Wt./Ft. Lbs.
Area of Section Sq. In.
X-X Axis Y-Y Axis
I in4 S in3 r in. l in4 S in3 r in.
H-134 1.45 0.416 0.149 0.166 0.598 0.183 0.225 0.663
I = Moment of Inertia S = Section Modulus r = Radius of Gyration
# Bearing Load may limit load
NR = Not Recommended
** Not recommended - KL/r exceeds 200
Notes
1. The beam capacities shown above include the weight of the strut beam. The beam weight must be subtracted from these capacities to arrive at the net beam capacity.
2. Allowable beam loads are based on a uniformly loaded, simply supported beam. For capacities of a beam loaded at midspan at a single point, multiply the beam capacity by 50% and deflection by 80%.
3. The above chart shows beam capacities for strut without holes. For strut with holes, multiply by the following:
OS by 88%, OS3 by 90%, RS ( 916 holes) by 88%, RS-MOD ( 34 holes) by 85%, KO by 82%, RS-MOD2 ( 916 holes) by 88%
4. Refer to page 52 for reduction factors for unbraced lengths
Span (In)
Static Beam Load (X-X Axis)Max.
Allowable Load at
Slot Face (Lbs)
Column Loading Data
Max Allowable Uniform
Load (Lbs)
Deflection at Uniform
Load (In)
Uniform Load at Deflection Max. Column Load Applied at C.G.
Span/180 Deflection
(Lbs)
Span/240 Deflection
(Lbs)
Span/360 Deflection
(Lbs)
Weight of Channel
(Lbs)
Unbraced Height
(In)
k=.65 (Lbs)
k=.80 (Lbs)
k=1.0 (Lbs)
k=1.2 (Lbs)
12 2,790 0.01 2,790 2,790 2,790 1.5 12 3,050 9,230 9,000 8,640 8,23018 1,860 0.03 1,860 1,860 1,860 2.2 18 2,930 8,690 8,230 7,550 6,83024 1,400 0.06 1,400 1,400 1,400 2.9 24 2,770 8,010 7,310 6,350 5,42030 1,120 0.09 1,120 1,120 1,040 3.6 30 2,590 7,250 6,350 5,200 4,19036 930 0.13 930 930 720 4.4 36 2,390 6,470 5,420 4,190 3,21042 800 0.18 800 800 530 5.1 42 2,180 5,700 4,570 3,350 2,58048 700 0.23 700 610 410 5.8 48 1,980 4,990 3,830 2,760 2,16060 560 0.36 520 390 260 7.3 60 1,620 3,740 2,760 2,050 1,64072 470 0.51 360 270 180 8.7 72 1,370 2,860 2,160 1,640 1,33084 400 0.70 270 200 130 10.2 84 1,190 2,320 1,780 1,370 1,12096 350 0.91 200 150 100 11.6 96 1,050 1,950 1,520 1,180 960
108 310 1.16 160 120 80 13.1 108 940 1,690 1,330 1,030 **120 280 1.43 130 100 70 14.5 120 850 1,500 1,180 ** **144 230 2.06 90 70 50 17.4 144 710 1,220 960 ** **168 200 2.80 70 50 30 20.3 168 ** 1,020 ** ** **180 190 3.21 60 40 30 21.8 180 ** 940 ** ** **192 170 3.66 50 40 30 23.2 192 ** ** ** ** **216 160 4.63 40 30 NR 26.1 216 ** ** ** ** **240 140 5.72 30 NR NR 29.0 240 ** ** ** ** **
-
25Product catalog
CHANNEL
CHANNEL800-2-HAYDON
Chan
nel
h-134-OS
Wt./100 Ft.: 140
h-134-RS
Wt./100 Ft.: 140
h-134-RS-MODh-134-RS-MOD2
Wt./100 Ft.: 139Wt./100 Ft.: 141
h-134-OS3
Wt./100 Ft.: 130
h-134-KO
Wt./100 Ft.: 145
Dia. Knockouts87"
85"1
6"3"
Dia. Holes81"
85"
169"
167"
1
1x
2"
85"
21"
1
4"
Slot3213" 3x
Dia. Holes
87"
1615"
43"
1
85"1
Dia. Holes
87"
1615"
169"
1
85"1
Dia. Holes169"
85"1
2"1"
-
CHANNEL
26 CHANNEL www.haydoncorp.com
Channel
h-142138" X 158"12 Gauge Channel wt./100 ft. - 176#
Stocked in pre-galvanized, plain & powder coated Supr-Green, in both 10 & 20 ft. lengths. Note: Also available in Stainless Steel 304 & 316 Alloys. Other materials, finishes & lengths are available upon request.
1 X
Y
1
0.79183"
83"
87"
329"
85"
SECtIOn PROPERtIES
Catalog No.
Wt./Ft. Lbs.
Area of Section Sq. In.
X-X Axis Y-Y Axis
I in4 S in3 r in. l in4 S in3 r in.
H-142 1.76 0.500 0.123 0.159 0.496 0.206 0.253 0.642
I = Moment of Inertia S = Section Modulus r = Radius of Gyration
# Bearing Load may limit load
NR = Not Recommended
** Not recommended - KL/r exceeds 200
Notes
1. The beam capacities shown above include the weight of the strut beam. The beam weight must be subtracted from these capacities to arrive at the net beam capacity.
2. Allowable beam loads are based on a uniformly loaded, simply supported beam. For capacities of a beam loaded at midspan at a single point, multiply the beam capacity by 50% and deflection by 80%.
3. The above chart shows beam capacities for strut without holes. For strut with holes, multiply by the following:
OS by 88%, OS3 by 90%, RS ( 916 holes) by 88%, RS-MOD ( 34 holes) by 85%, KO by 82%.
4. Refer to page 52 for reduction factors for unbraced lengths
Span (In)
Static Beam Load (X-X Axis)Max.
Allowable Load at
Slot Face (Lbs)
Column Loading Data
Max Allowable Uniform
Load (Lbs)
Deflection at Uniform
Load (In)
Uniform Load at Deflection Max. Column Load Applied at C.G.
Span/180 Deflection
(Lbs)
Span/240 Deflection
(Lbs)
Span/360 Deflection
(Lbs)
Weight of Channel
(Lbs)
Unbraced Height
(In)
k=.65 (Lbs)
k=.80 (Lbs)
k=1.0 (Lbs)
k=1.2 (Lbs)
12 2,660 0.02 2,660 2,660 2,660 1.8 12 3,450 11,080 10,810 10,390 9,94018 1,770 0.04 1,770 1,770 1,770 2.6 18 3,310 10,450 9,940 9,220 8,51024 1,330 0.07 1,330 1,330 1,330 3.5 24 3,140 9,700 8,980 8,060 7,22030 1,060 0.10 1,060 1,060 860 4.4 30 2,960 8,930 8,060 7,030 6,14036 890 0.15 890 890 600 5.3 36 2,780 8,170 7,220 6,140 5,26042 760 0.20 760 660 440 6.2 42 2,600 7,470 6,480 5,400 4,51048 670 0.26 670 500 340 7.0 48 2,430 6,840 5,830 4,750 3,89060 530 0.41 430 320 220 8.8 60 2,110 5,760 4,750 3,710 3,01072 440 0.59 300 220 150 10.6 72 1,830 4,870 3,890 3,010 2,34084 380 0.81 220 160 110 12.3 84 1,600 4,130 3,260 2,470 **96 330 1.06 170 130 80 14.1 96 1,410 3,550 2,790 1,890 **108 300 1.34 130 100 70 15.8 108 1,230 3,100 2,340 ** **120 270 1.65 110 80 50 17.6 120 1,070 2,740 1,890 ** **144 220 2.38 70 60 40 21.1 144 ** 1,990 ** ** **168 190 3.23 50 40 30 24.6 168 ** ** ** ** **180 180 3.71 50 40 NR 26.4 180 ** ** ** ** **192 170 4.22 40 30 NR 28.2 192 ** ** ** ** **216 150 5.35 NR NR NR 31.7 216 ** ** ** ** **240 130 6.60 NR NR NR 35.2 240 ** ** ** ** **
-
27Product catalog
CHANNEL
CHANNEL800-2-HAYDON
Chan
nel
h-142-OS
Wt./100 Ft.: 171
h-142-RS
Wt./100 Ft.: 171
h-142-RS-MOD
Wt./100 Ft.: 169
h-142-OS3
Wt./100 Ft.: 161
h-142-KO
Wt./100 Ft.: 176
Dia. Knockouts87"
85"1
6"3"
Dia. Holes81"
85"
169"
167"
1
1x
2"
85"
21"
1
4"
Slot3213" 3x
Dia. Holes
87"
1615"
43"
1
85"1
Dia. Holes
87"
1615"
169"
1
85"1
-
CHANNEL
28 CHANNEL www.haydoncorp.com
Channel
h-1521" X 158"12 Gauge Channel wt./100 ft. - 149#
Stocked in pre-galvanized, plain & powder coated Supr-Green, in both 10 & 20 ft. lengths. Note: Also available in Stainless Steel 304 & 316 Alloys. Other materials, finishes & lengths are available upon request.
1" X
Y
1
0.591
85"
83"
87"
329"
SECtIOn PROPERtIES
Catalog No.
Wt./Ft. Lbs.
Area of Section Sq. In.
X-X Axis Y-Y Axis
I in4 S in3 r in. l in4 S in3 r in.
H-152 1.49 0.423 0.055 0.095 0.361 0.162 0.199 0.619
I = Moment of Inertia S = Section Modulus r = Radius of Gyration
# Bearing Load may limit load
NR = Not Recommended
** Not recommended - KL/r exceeds 200
Notes
1. The beam capacities shown above include the weight of the strut beam. The beam weight must be subtracted from these capacities to arrive at the net beam capacity.
2. Allowable beam loads are based on a uniformly loaded, simply supported beam. For capacities of a beam loaded at midspan at a single point, multiply the beam capacity by 50% and deflection by 80%.
3. The above chart shows beam capacities for strut without holes. For strut with holes, multiply by the following:
OS by 88%, OS3 by 90%, RS ( 916 holes) by 88%, RS-MOD ( 34 holes) by 85%, KO by 82%.
4. Refer to page 52 for reduction factors for unbraced lengths
Span (In)
Static Beam Load (X-X Axis)Max.
Allowable Load at
Slot Face (Lbs)
Column Loading Data
Max Allowable Uniform
Load (Lbs)
Deflection at Uniform
Load (In)
Uniform Load at Deflection Max. Column Load Applied at C.G.
Span/180 Deflection
(Lbs)
Span/240 Deflection
(Lbs)
Span/360 Deflection
(Lbs)
Weight of Channel
(Lbs)
Unbraced Height
(In)
k=.65 (Lbs)
k=.80 (Lbs)
k=1.0 (Lbs)
k=1.2 (Lbs)
12 1,600 0.02 1,600 1,600 1,600 1.5 12 2,790 9,290 9,050 8,700 8,35018 1,070 0.05 1,070 1,070 1,070 2.2 18 2,660 8,740 8,350 7,860 7,43024 800 0.09 800 800 600 3.0 24 2,500 8,180 7,710 7,190 6,71030 640 0.14 640 580 380 3.7 30 2,350 7,670 7,190 6,500 5,41036 530 0.20 530 400 270 4.5 36 2,190 7,240 6,710 5,410 4,15042 460 0.27 390 290 200 5.2 42 2,000 6,900 5,840 4,350 3,07048 400 0.36 300 230 150 6.0 48 1,810 6,280 4,980 3,390 2,35060 320 0.56 190 140 100 7.5 60 1,440 4,870 3,390 2,170 1,51072 270 0.80 130 100 70 8.9 72 1,150 3,560 2,350 1,510 **84 230 1.09 100 70 50 10.4 84 940 2,620 1,730 ** **96 200 1.42 80 60 40 11.9 96 ** 2,000 ** ** **108 180 1.80 60 40 30 13.4 108 ** 1,580 ** ** **120 160 2.22 50 40 20 14.9 120 ** ** ** ** **144 130 3.20 30 30 20 17.9 144 ** ** ** ** **168 110 4.35 NR NR NR 20.9 168 ** ** ** ** **180 110 5.00 NR NR NR 22.4 180 ** ** ** ** **192 100 5.68 NR NR NR 23.8 192 ** ** ** ** **216 90 7.19 NR NR NR 26.8 216 ** ** ** ** **240 80 8.88 NR NR NR 29.8 240 ** ** ** ** **
-
29Product catalog
CHANNEL
CHANNEL800-2-HAYDON
Chan
nel
h-152-OS
Wt./100 Ft.: 144
h-152-RS
Wt./100 Ft.: 144
h-152-RS-MOD
Wt./100 Ft.: 142
h-152-OS3
Wt./100 Ft.: 134
h-152-KO
Wt./100 Ft.: 149
Dia. Knockouts87"
85"1
6"3"
Dia. Holes81"
85"
169"
167"
1
1x
2"
85"
21"
1
4"
Slot3213" 3x
Dia. Holes
87"
1615"
43"
1
85"1
Dia. Holes
87"
1615"
169"
1
85"1
-
CHANNEL
30 CHANNEL www.haydoncorp.com
Channel
h-17278" X 158"12 Gauge Channel wt./100 ft. - 139#
Stocked in pre-galvanized, plain & powder coated Supr-Green, in both 10 & 20 ft. lengths. Note: Also available in Stainless Steel 304 & 316 Alloys. Other materials, finishes & lengths are available upon request.
0.514
1 85"
87"
87" X
Y
329"
83"
SECtIOn PROPERtIES
Catalog No.
Wt./Ft. Lbs.
Area of Section Sq. In.
X-X Axis Y-Y Axis
I in4 S in3 r in. l in4 S in3 r in.
H-172 1.39 0.397 0.039 0.077 0.313 0.147 0.181 0.609
I = Moment of Inertia S = Section Modulus r = Radius of Gyration
# Bearing Load may limit load
NR = Not Recommended
** Not recommended - KL/r exceeds 200
Notes
1. The beam capacities shown above include the weight of the strut beam. The beam weight must be subtracted from these capacities to arrive at the net beam capacity.
2. Allowable beam loads are based on a uniformly loaded, simply supported beam. For capacities of a beam loaded at midspan at a single point, multiply the beam capacity by 50% and deflection by 80%.
3. The above chart shows beam capacities for strut without holes. For strut with holes, multiply by the following:
OS by 88%, OS3 by 90%, RS ( 916 holes) by 88%, RS-MOD ( 34 holes) by 85%, KO by 82%.
4. Refer to page 52 for reduction factors for unbraced lengths
Span (In)
Static Beam Load (X-X Axis)Max.
Allowable Load at
Slot Face (Lbs)
Column Loading Data
Max Allowable Uniform
Load (Lbs)
Deflection at Uniform
Load (In)
Uniform Load at Deflection Max. Column Load Applied at C.G.
Span/180 Deflection
(Lbs)
Span/240 Deflection
(Lbs)
Span/360 Deflection
(Lbs)
Weight of Channel
(Lbs)
Unbraced Height
(In)
k=.65 (Lbs)
k=.80 (Lbs)
k=1.0 (Lbs)
k=1.2 (Lbs)
12 1,280 0.03 1,280 1,280 1,280 1.4 12 2,550 8,760 8,550 8,250 7,94018 860 0.06 860 860 760 2.1 18 2,410 8,280 7,940 7,490 6,95024 640 0.10 640 640 430 2.8 24 2,260 7,780 7,350 6,500 5,56030 510 0.16 510 410 270 3.5 30 2,060 7,320 6,500 5,330 4,18036 430 0.23 380 280 190 4.2 36 1,860 6,620 5,560 4,180 2,96042 370 0.31 280 210 140 4.9 42 1,660 5,860 4,630 3,140 2,18048 320 0.40 210 160 110 5.6 48 1,460 5,090 3,740 2,400 1,67060 260 0.63 140 100 70 7.0 60 1,130 3,640 2,400 1,540 **72 210 0.90 90 70 50 8.3 72 890 2,530 1,670 ** **84 180 1.23 70 50 30 9.7 84 ** 1,860 ** ** **96 160 1.61 50 40 30 11.1 96 ** 1,420 ** ** **108 140 2.04 40 30 20 12.5 108 ** ** ** ** **120 130 2.51 30 30 20 13.9 120 ** ** ** ** **144 110 3.62 20 20 NR 16.7 144 ** ** ** ** **168 90 4.92 20 NR NR 19.5 168 ** ** ** ** **180 90 5.65 NR NR NR 20.9 180 ** ** ** ** **192 80 6.43 NR NR NR 22.2 192 ** ** ** ** **216 70 8.14 NR NR NR 25.0 216 ** ** ** ** **240 60 10.05 NR NR NR 27.8 240 ** ** ** ** **
-
31Product catalog
CHANNEL
CHANNEL800-2-HAYDON
Chan
nel
h-172-OS
Wt./100 Ft.: 134
h-172-RS
Wt./100 Ft.: 134
h-172-RS-MOD
Wt./100 Ft.: 133
h-172-OS3
Wt./100 Ft.: 124
h-172-KO
Wt./100 Ft.: 139
Dia. Knockouts87"
85"1
6"3"
Dia. Holes81"
85"
169"
167"
1
1x
2"
85"
21"
1
4"
Slot3213" 3x
Dia. Holes
87"
1615"
43"
1
85"1
Dia. Holes
87"
1615"
169"
1
85"1
-
CHANNEL
32 CHANNEL www.haydoncorp.com
Channel
h-1621316" X 158"12 Gauge Channel wt./100 ft. - 135#
Stocked in pre-galvanized, plain & powder coated Supr-Green, in both 10 & 20 ft. lengths. Note: Also available in Stainless Steel 304 & 316 Alloys. Other materials, finishes & lengths are available upon request.
Y
X
1
0.492
85"
1613"
83"
87"
329"
SECtIOn PROPERtIES
Catalog No.
Wt./Ft. Lbs.
Area of Section Sq. In.
X-X Axis Y-Y Axis
I in4 S in3 r in. l in4 S in3 r in.
H-162 1.37 0.384 0.032 0.067 0.289 0.139 0.171 0.602
I = Moment of Inertia S = Section Modulus r = Radius of Gyration
# Bearing Load may limit load
NR = Not Recommended
** Not recommended - KL/r exceeds 200
Notes
1. The beam capacities shown above include the weight of the strut beam. The beam weight must be subtracted from these capacities to arrive at the net beam capacity.
2. Allowable beam loads are based on a uniformly loaded, simply supported beam. For capacities of a beam loaded at midspan at a single point, multiply the beam capacity by 50% and deflection by 80%.
3. The above chart shows beam capacities for strut without holes. For strut with holes, multiply by the following:
OS by 88%, OS3 by 90%, RS ( 916 holes) by 88%, RS-MOD ( 34 holes) by 85%, KO by 82%,
4. Refer to page 52 for reduction factors for unbraced lengths
Span (In)
Static Beam Load (X-X Axis)Max.
Allowable Load at
Slot Face (Lbs)
Column Loading Data
Max Allowable Uniform
Load (Lbs)
Deflection at Uniform
Load (In)
Uniform Load at Deflection Max. Column Load Applied at C.G.
Span/180 Deflection
(Lbs)
Span/240 Deflection
(Lbs)
Span/360 Deflection
(Lbs)
Weight of Channel
(Lbs)
Unbraced Height
(In)
k=.65 (Lbs)
k=.80 (Lbs)
k=1.0 (Lbs)
k=1.2 (Lbs)
12 1,130 0.03 1,130 1,130 1,130 1.4 12 2,410 8,480 8,280 7,990 7,71018 750 0.06 750 750 620 2.1 18 2,270 8,030 7,710 7,090 6,39024 560 0.11 560 520 350 2.7 24 2,090 7,510 6,860 5,900 4,91030 450 0.17 450 340 220 3.4 30 1,880 6,800 5,900 4,670 3,50036 380 0.24 310 230 160 4.1 36 1,680 6,030 4,910 3,500 2,43042 320 0.33 230 170 110 4.8 42 1,470 5,220 3,950 2,570 1,79048 280 0.43 170 130 90 5.5 48 1,280 4,430 3,080 1,970 1,37060 230 0.67 110 80 60 6.9 60 970 2,980 1,970 ** **72 190 0.97 80 60 40 8.2 72 760 2,070 1,370 ** **84 160 1.32 60 40 30 9.6 84 ** 1,520 ** ** **96 140 1.72 40 30 20 11.0 96 ** ** ** ** **
108 130 2.18 30 30 20 12.4 108 ** ** ** ** **120 110 2.69 30 20 NR 13.7 120 ** ** ** ** **144 90 3.88 20 NR NR 16.5 144 ** ** ** ** **168 80 5.28 NR NR NR 19.2 168 ** ** ** ** **180 80 6.06 NR NR NR 20.6 180 ** ** ** ** **192 70 6.89 NR NR NR 22.0 192 ** ** ** ** **216 60 8.72 NR NR NR 24.7 216 ** ** ** ** **240 60 10.77 NR NR NR 27.5 240 ** ** ** ** **
-
33Product catalog
CHANNEL
CHANNEL800-2-HAYDON
Chan
nel
h-162-OS
Wt./100 Ft.: 130
h-162-RS
Wt./100 Ft.: 130
h-162-RS-MOD
Wt./100 Ft.: 129
h-162-OS3
Wt./100 Ft.: 120
h-162-KO
Wt./100 Ft.: 135
Dia. Knockouts87"
85"1
6"3"
Dia. Holes81"
85"
169"
167"
1
1x
2"
85"
21"
1
4"
Slot3213" 3x
Dia. Holes
87"
1615"
169"
1
85"1
Dia. Holes
87"
1615"
43"
1
85"1
-
CHANNEL
34 CHANNEL www.haydoncorp.com
Channel
h-1641316" X 158"14 Gauge Channel wt./100 ft. - 103#
Stocked in pre-galvanized, plain, powder coated Supr-Green, zinc trivalent, PVC coated & aluminum, in 10 & 20 ft. lengths. Note: Also available in Stainless Steel 304 & 316 Alloys. Other materials, finishes & lengths are available upon request.
0.472
1 85"
83"
87"
X
Y
329"
1613"
SECtIOn PROPERtIES
Catalog No.
Wt./Ft. Lbs.
Area of Section Sq. In.
X-X Axis Y-Y Axis
I in4 S in3 r in. l in4 S in3 r in.
H-164 1.03 0.294 0.027 0.058 0.303 0.110 0.135 0.612
I = Moment of Inertia S = Section Modulus r = Radius of Gyration
# Bearing Load may limit load
NR = Not Recommended
** Not recommended - KL/r exceeds 200
Notes
1. The beam capacities shown above include the weight of the strut beam. The beam weight must be subtracted from these capacities to arrive at the net beam capacity.
2. Allowable beam loads are based on a uniformly loaded, simply supported beam. For capacities of a beam loaded at midspan at a single point, multiply the beam capacity by 50% and deflection by 80%.
3. The above chart shows beam capacities for strut without holes. For strut with holes, multiply by the following:
OS by 88%, OS3 by 90%, RS ( 916 holes) by 88%, RS-MOD ( 34 holes) by 85%, KO by 82%,
4. Refer to page 52 for reduction factors for unbraced lengths
Span (In)
Static Beam Load (X-X Axis)Max.
Allowable Load at
Slot Face (Lbs)
Column Loading Data
Max Allowable Uniform
Load (Lbs)
Deflection at Uniform
Load (In)
Uniform Load at Deflection Max. Column Load Applied at C.G.
Span/180 Deflection
(Lbs)
Span/240 Deflection
(Lbs)
Span/360 Deflection
(Lbs)
Weight of Channel
(Lbs)
Unbraced Height
(In)
k=.65 (Lbs)
k=.80 (Lbs)
k=1.0 (Lbs)
k=1.2 (Lbs)
12 970 0.03 970 970 970 1.0 12 2,010 6,500 6,340 6,090 5,82018 640 0.06 640 640 520 1.5 18 1,890 6,120 5,820 5,410 5,01024 480 0.11 480 440 300 2.1 24 1,740 5,690 5,270 4,700 3,98030 390 0.17 380 280 190 2.6 30 1,590 5,240 4,700 3,800 2,93036 320 0.25 260 200 130 3.1 36 1,420 4,790 3,980 2,930 2,05042 280 0.33 190 140 100 3.6 42 1,250 4,200 3,270 2,170 1,51048 240 0.44 150 110 70 4.1 48 1,090 3,620 2,600 1,660 1,15060 190 0.68 90 70 50 5.2 60 830 2,520 1,660 1,060 **72 160 0.98 70 50 30 6.2 72 650 1,750 1,150 ** **84 140 1.34 50 40 20 7.2 84 ** 1,280 ** ** **96 120 1.75 40 30 20 8.2 96 ** ** ** ** **108 110 2.21 30 20 10 9.3 108 ** ** ** ** **120 100 2.73 20 20 NR 10.3 120 ** ** ** ** **144 80 3.93 20 NR NR 12.4 144 ** ** ** ** **168 70 5.34 NR NR NR 14.4 168 ** ** ** ** **180 60 6.13 NR NR NR 15.5 180 ** ** ** ** **192 60 6.98 NR NR NR 16.5 192 ** ** ** ** **216 50 8.83 NR NR NR 18.5 216 ** ** ** ** **240 50 10.91 NR NR NR 20.6 240 ** ** ** ** **
-
35Product catalog
CHANNEL
CHANNEL800-2-HAYDON
Chan
nel
h-164-OS
Wt./100 Ft.: 98
h-164-RS
Wt./100 Ft.: 98
h-164-RS-MOD
Wt./100 Ft.: 97
h-164-OS3
Wt./100 Ft.: 94
h-164-KO
Wt./100 Ft.: 103
Dia. Knockouts87"
85"1
6"3"
Dia. Holes81"
85"
169"
167"
1
1x
2"
Dia. Holes
87"
1615"
43"
1
85"1
Dia. Holes
87"
1615"
169"
1
85"1
85"
21"
1
4"
Slot3213" 3x
-
CHANNEL
36 CHANNEL www.haydoncorp.com
Channel
SECtIOn PROPERtIES
Catalog No.
Wt./Ft. Lbs.
Area of Section Sq. In.
X-X Axis Y-Y Axis
I in4 S in3 r in. l in4 S in3 r in.
H-166-G 0.86 0.236 0.022 0.047 0.305 0.089 0.109 0.614
I = Moment of Inertia S = Section Modulus r = Radius of Gyration
# Bearing Load may limit load
NR = Not Recommended
** Not recommended - KL/r exceeds 200
Notes
1. The beam capacities shown above include the weight of the strut beam. The beam weight must be subtracted from these capacities to arrive at the net beam capacity.
2. Allowable beam loads are based on a uniformly loaded, simply supported beam. For capacities of a beam loaded at midspan at a single point, multiply the beam capacity by 50% and deflection by 80%.
3. The above chart shows beam capacities for strut without holes. For strut with holes, multiply by the following:
OS by 88%, OS3 by 90%, RS ( 916 holes) by 88%, RS-MOD ( 34 holes) by 85%, KO by 82%.
4. Refer to page 52 for reduction factors for unbraced lengths
0.472
1 85"
83"
87"
X
Y
329"
1613"
h-166-G1316" X 158"16 Gauge Channel wt./100 ft. - 86#
Stocked in pre-galvanized, plain, powder coated Supr-Green, zinc trivalent, PVC coated & aluminum, in 10 & 20 ft. lengths. Note: Also available in Stainless Steel 304 & 316 Alloys. Other materials, finishes & lengths are available upon request.
Span (In)
Static Beam Load (X-X Axis)Max.
Allowable Load at
Slot Face (Lbs)
Column Loading Data
Max Allowable Uniform
Load (Lbs)
Deflection at Uniform
Load (In)
Uniform Load at Deflection Max. Column Load Applied at C.G.
Span/180 Deflection
(Lbs)
Span/240 Deflection
(Lbs)
Span/360 Deflection
(Lbs)
Weight of Channel
(Lbs)
Unbraced Height
(In)
k=.65 (Lbs)
k=.80 (Lbs)
k=1.0 (Lbs)
k=1.2 (Lbs)
12 790 0.03 790 790 790 0.9 12 1,650 5,220 5,070 4,840 4,58018 530 0.06 530 530 430 1.3 18 1,540 4,870 4,580 4,130 3,63024 400 0.11 400 360 240 1.7 24 1,400 4,430 3,970 3,300 2,63030 320 0.17 310 230 150 2.2 30 1,250 3,920 3,300 2,470 1,75036 260 0.25 210 160 110 2.6 36 1,090 3,380 2,630 1,750 1,22042 230 0.34 160 120 80 3.0 42 940 2,840 2,010 1,290 89048 200 0.44 120 90 60 3.4 48 800 2,310 1,540 990 68060 160 0.69 80 60 40 4.3 60 600 1,490 990 630 **72 130 0.99 50 40 30 5.2 72 460 1,040 680 ** **84 110 1.35 40 30 20 6.0 84 ** 760 ** ** **96 100 1.76 30 20 20 6.9 96 ** ** ** ** **108 90 2.23 20 20 10 7.7 108 ** ** ** ** **120 80 2.75 20 10 10 8.6 120 ** ** ** ** **144 70 3.96 NR NR NR 10.3 144 ** ** ** ** **168 60 5.39 NR NR NR 12.0 168 ** ** ** ** **180 50 6.19 NR NR NR 12.9 180 ** ** ** ** **192 50 7.04 NR NR NR 13.8 192 ** ** ** ** **216 40 8.91 NR NR NR 15.5 216 ** ** ** ** **240 40 11.00 NR NR NR 17.2 240 ** ** ** ** **
-
37Product catalog
CHANNEL
CHANNEL800-2-HAYDON
Chan
nel
h-166-G-OS
Wt./100 Ft.: 80
h-166-G-RS
Wt./100 Ft.: 83
h-166-G-RS-MOD
Wt./100 Ft.: 81
h-166-G-OS3
Wt./100 Ft.: 80
h-166-G-KO
Wt./100 Ft.: 86
Dia. Knockouts87"
85"1
6"3"
Dia. Holes81"
85"
169"
167"
1
1x
2"
Dia. Holes
87"
1615"
43"
1
85"1
Dia. Holes
87"
1615"
169"
1
85"1
85"
21"
1
4"
Slot3213" 3x
-
CHANNEL
38 CHANNEL www.haydoncorp.com
Channel
MINI STRUTh-1791316" X 1316"19 Gauge Channelwt./100 ft. - 40#
Stocked in pre-galvanized, plain, & powder coated Supr-Green in 10 ft. lengths. Other materials, finishes & lengths are available upon request.
0.450
1613"
1613" X
Y
163"
167"
323"
SECtIOn PROPERtIES
I = Moment of Inertia S = Section Modulus r = Radius of Gyration
ALLOwABLE COLUMn LOADS (LBS)
Allowable Uniform Beam Load based on calculations using 25000 psi Stress. 1Allowable Uniform Load at Maximum Deflection = L/240 of Span. 2
Beam Deflection in inch, @ 25000 psi. 3
ALLOwABLE BEAM LOADS (LBS)
Catalog No.
Wt./Ft. Lbs.
Area of Section Sq. In.
X-X Axis Y-Y Axis
I in4 S in3 r in. l in4 S in3 r in.
H-179 0.40 0.1076 0.009 0.020 0.292 0.012 0.029 0.332
Unsupported Height of Column in Inches
Catalog No. 12" 18" 24" 30" 36" 42" 48" 60" 72" 84" 96" 108" 120"
H-179 1,246 1,010 777 600 493 419 364 - - - - - -
Span in Inches
Catalog No. 12" 18" 24" 30" 36" 42" 48" 60" 72" 84" 96" 108" 120"
H-179
330 220 165 132 110 94 83 66 55 47 41 37 33 1
- - 150 96 67 49 38 24 17 12 9 7 6 2
0.027 0.062 0.110 0.171 0.247 0.336 0.439 0.685 0.987 1.344 1.755 2.221 2.742 3
-
39Product catalog
CHANNEL
CHANNEL800-2-HAYDON
Chan
nel
MINI STRUTh-1891332" X 1316"19 Gauge Channelwt./100 ft. - 28#
Stocked in pre-galvanized, plain, & powder coated Supr-Green in 10 ft. lengths. Other materials, finishes & lengths are available upon request.
0.285
1613"
X
Y
163"
167"
323"
3213"
SECtIOn PROPERtIES
ALLOwABLE COLUMn LOADS (LBS)
ALLOwABLE BEAM LOADS (LBS)
Catalog No.
Wt./Ft. Lbs.
Area of Section Sq. In.
X-X Axis Y-Y Axis
I in4 S in3 r in. l in4 S in3 r in.
H-189 0.28 0.0743 0.002 0.007 0.147 0.007 0.017 0.305
Unsupported Height of Column in Inches
Catalog No. 12" 18" 24" 30" 36" 42" 48" 60" 72" 84" 96" 108" 120"
H-189 1,235 748 421 - - - - - - - - - -
Span in Inches
Catalog No. 12" 18" 24" 30" 36" 42" 48" 60" 72" 84" 96" 108" 120"
H-189
109 73 54 44 36 31 27 22 18 16 14 12 11 1
105 47 26 17 12 9 7 4 3 2 2 1 1 2
0.052 0.117 0.208 0.325 0.469 0.638 0.833 1.302 1.875 2.551 3.332 4.218 5.207 3
I = Moment of Inertia S = Section Modulus r = Radius of Gyration
Allowable Uniform Beam Load based on calculations using 25000 psi Stress. 1Allowable Uniform Load at Maximum Deflection = L/240 of Span. 2
Beam Deflection in inch, @ 25000 psi. 3
-
CHANNEL
40 CHANNEL www.haydoncorp.com
Channel
H-STRUT CHANNEL FABRICATION DATA
1332" x 3" Slot, 4" on centers
916" x 118" Slot, 2" on centers
916" or 34" Dia. Hole, 178" on centers
78" Dia. Knockout, 6" on centers
H-STRUT STYLES
OS3
OS
RS RS-MOD
KO
OS ChAnnELCatalog No. Gauge Dimensions Wt./100 Ft.
H-112-OS 12 314 X 158 308H-122-OS 12 2716 X 158 254H-132-OS 12 158 X 158 189H-134-OS 14 158 X 158 140H-142-OS 12 138 X 158 171H-152-OS 12 1 X 158 144H-162-OS 12 1316 X 158 130H-164-OS 14 1316 X 158 98
H-166-G-OS 16 1316 X 158 98H-172-OS 12 78 X 158 134
OS3 ChAnnELCatalog No. Gauge Dimensions Wt./100 Ft.
H-112-OS3 12 314 X 158 298H-122-OS3 12 2716 X 158 239H-132-OS3 12 158 X 158 179H-134-OS3 14 158 X 158 130H-142-OS3 12 138 X 158 161H-152-OS3 12 1 X 158 134H-162-OS3 12 1316 X 158 125H-164-OS3 14 1316 X 158 94
H-166-G-OS3 16 1316 X 158 94H-172-OS3 12 78 X 158 124
RS 916 ChAnnELCatalog No. Gauge Dimensions Wt./100 Ft.
H-112-RS 12 314 X 158 308H-122-RS 12 2716 X 158 249H-132-RS 12 158 X 158 189H-134-RS 14 158 X 158 140H-142-RS 12 138 X 158 171H-152-RS 12 1 X 158 144H-162-RS 12 1316 X 158 130H-164-RS 14 1316 X 158 98
H-166-G-RS 16 1316 X 158 98H-172-RS 12 78 X 158 134
RS-MOD 34 ChAnnELCatalog No. Gauge Dimensions Wt./100 Ft.
H-112-RS-MOD 12 314 X 158 308H-122-RS-MOD 12 2716 X 158 249H-132-RS-MOD 12 158 X 158 189H-134-RS-MOD 14 158 X 158 140H-142-RS-MOD 12 138 X 158 171H-152-RS-MOD 12 1 X 158 144H-162-RS-MOD 12 1316 X 158 130H-164-RS-MOD 14 1316 X 158 98
H-166-G-RS-MOD 16 1316 X 158 98H-172-RS-MOD 12 78 X 158 134
KO ChAnnELCatalog No. Gauge Dimensions Wt./100 Ft.
H-112-KO 12 314 X 158 313H-122-KO 12 2716 X 158 254H-132-KO 12 158 X 158 194H-134-KO 14 158 X 158 145H-142-KO 12 138 X 158 176H-152-KO 12 1 X 158 149H-162-KO 12 1316 X 158 135H-164-KO 14 1316 X 158 103
H-166-G-KO 16 1316 X 158 103H-172-KO 12 78 X 158 139
Page Notes: Channel Fabrication Data also available in Stainless Steel, see pages 121 - 132
-
41Product catalog
WELDED CHANNEL
WELDED CHANNEL800-2-HAYDON
Wel
ded
Chan
nel
WELDED COMBINATIONS
All welded combinations illustrated below are available in any of our H-Strut channels, in any of the following material or finishes: Plain, Pre-Galvanized, powder coated Supr-Green or Stainless Steel.
NOTE: SLOTTED CHANNELS AVAILABLE IN ALL WELDED COMBINATIONS.
NOTE: SLOTTED CHANNELS AVAILABLE IN ALL WELDED COMBINATIONS.
Our welded channels are spot welded 2" inches on center, dimensions shown are for welded variations of any channel with or without slotted holes.
815"
431"
431"
431"
431"
815"
815"
847"
847"
431"
431"
815"
815"
815"
Suffix A Suffix DSuffix B Suffix C
Suffix A4Suffix D3 Suffix C3
2"
-
WELDED CHANNEL
42 WELDED CHANNEL www.haydoncorp.com
Welded
Channel
h-112-A612" X 158"12 Gauge Back-to-Back wt./100 ft. - 626#
Stocked in pre-galvanized, plain & powder coated Supr-Green, in both 10 & 20 ft. lengths. Note: Also available in Stainless Steel 304 & 316 Alloys. Other materials, finishes & lengths are available upon request. 6
1
X21"
87"
329"
83"8
5"
SECtIOn PROPERtIES
Catalog No.
Wt./Ft. Lbs.
Area of Section Sq. In.
X-X Axis Y-Y Axis
I in4 S in3 r in. l in4 S in3 r in.
H-112-A 6.26 1.775 6.251 1.923 1.877 0.862 1.060 0.697
I = Moment of Inertia S = Section Modulus r = Radius of Gyration
Span (In)
Static Beam Load (X-X Axis)Max.
Allowable Load at
Slot Face (Lbs)
Column Loading Data
Max Allowable Uniform
Load (Lbs)
Deflection at Uniform
Load (In)
Uniform Load at Deflection Max. Column Load Applied at C.G.
Span/180 Deflection
(Lbs)
Span/240 Deflection
(Lbs)
Span/360 Deflection
(Lbs)
Weight of Channel
(Lbs)
Unbraced Height
(In)
k=.65 (Lbs)
k=.80 (Lbs)
k=1.0 (Lbs)
k=1.2 (Lbs)
12 6,890 * 0.00 6,890 * 6,890 * 6,890 * 6.3 12 10,910 41,100 40,940 40,680 40,36018 6,890 * 0.01 6,890 * 6,890 * 6,890 * 9.4 18 10,860 40,720 40,360 39,780 39,08024 6,890 * 0.02 6,890 * 6,890 * 6,890 * 12.5 24 10,780 40,180 39,560 38,550 37,36030 6,890 * 0.02 6,890 * 6,890 * 6,890 * 15.7 30 10,690 39,500 38,550 37,030 35,25036 6,890 * 0.04 6,890 * 6,890 * 6,890 * 18.8 36 10,570 38,690 37,360 35,250 32,84042 6,890 * 0.05 6,890 * 6,890 * 6,890 * 21.9 42 10,440 37,750 35,990 33,260 30,20048 6,890 * 0.06 6,890 * 6,890 * 6,890 * 25.0 48 10,280 36,700 34,480 31,100 27,42060 6,450 0.10 6,450 6,450 6,450 31.3 60 9,900 34,280 31,100 26,470 21,74072 5,370 0.14 5,370 5,370 5,370 37.6 72 9,440 31,540 27,420 21,740 16,37084 4,610 0.19 4,610 4,610 4,610 43.8 84 8,890 28,590 23,620 17,230 12,03096 4,030 0.25 4,030 4,030 4,030 50.1 96 8,260 25,520 19,890 13,270 9,210108 3,580 0.32 3,580 3,580 3,370 56.3 108 7,550 22,440 16,370 10,480 7,280120 3,220 0.39 3,220 3,220 2,730 62.6 120 6,790 19,440 13,270 8,490 **144 2,690 0.57 2,690 2,690 1,900 75.1 144 5,510 13,960 9,210 ** **168 2,300 0.77 2,300 2,090 1,390 87.6 168 4,520 10,250 6,770 ** **180 2,150 0.89 2,150 1,820 1,210 93.9 180 ** 8,930 ** ** **192 2,020 1.01 2,020 1,600 1,070 100.2 192 ** 7,850 ** ** **216 1,790 1.27 1,690 1,260 840 112.7 216 ** ** ** ** **240 1,610 1.57 1,370 1,020 680 125.2 240 ** ** ** ** **
# Bearing Load may limit load
* Load limited by spot weld shear
** Not recommended - KL/r exceeds 200
Notes
1. The beam capacities shown above include the weight of the strut beam. The beam weight must be subtracted from these capacities to arrive at the net beam capacity.
2. Refer to page 52 for reduction factors for unbraced lengths
3. Allowable beam loads are based on a uniformly loaded, simply supported beam. For capacities of a beam loaded at midspan at a single point, multiply the beam capacity by 50% and deflection by 80%.
4. The above chart shows beam capacities for strut without holes. For strut with holes, multiply by the following:
OS by 88%, OS3 by 90%, RS ( 916 holes) by 88%, RS-MOD ( 34 holes) by 85%, KO by 82%.
-
43Product catalog
WELDED CHANNEL
WELDED CHANNEL800-2-HAYDON
Wel
ded
Chan
nel
h-122-A478" X 158"12 Gauge Back-to-Back wt./100 ft. - 508#
Stocked in pre-galvanized, plain & powder coated Supr-Green, in both 10 & 20 ft. lengths. Note: Also available in Stainless Steel 304 & 316 Alloys. Other materials, finishes & lengths are available upon request.
4 X
Y
1
87"
87"
329"
83"
85"
SECtIOn PROPERtIES
Catalog No.
Wt./Ft. Lbs.
Area of Section Sq. In.
X-X Axis Y-Y Axis
I in4 S in3 r in. l in4 S in3 r in.
H-122-A 5.08 1.439 2.832 1.162 1.403 0.667 0.820 0.681I = Moment of Inertia S = Section Modulus r = Radius of Gyration
Span (In)
Static Beam Load (X-X Axis)Max.
Allowable Load at
Slot Face (Lbs)
Column Loading Data
Max Allowable Uniform
Load (Lbs)
Deflection at Uniform
Load (In)
Uniform Load at Deflection Max. Column Load Applied at C.G.
Span/180 Deflection
(Lbs)
Span/240 Deflection
(Lbs)
Span/360 Deflection
(Lbs)
Weight of Channel
(Lbs)
Unbraced Height
(In)
k=.65 (Lbs)
k=.80 (Lbs)
k=1.0 (Lbs)
k=1.2 (Lbs)
12 5,220 * 0.01 5,220 * 5,220 * 5,220 * 5.1 12 8,800 33,310 33,180 32,950 32,68018 5,220 * 0.01 5,220 * 5,220 * 5,220 * 7.6 18 8,750 32,980 32,680 32,190 31,60024 5,220 * 0.02 5,220 * 5,220 * 5,220 * 10.2 24 8,680 32,530 32,000 31,150 30,14030 5,220 * 0.03 5,220 * 5,220 * 5,220 * 12.7 30 8,590 31,950 31,150 29,860 28,36036 5,220 * 0.05 5,220 * 5,220 * 5,220 * 15.2 36 8,480 31,270 30,140 28,360 26,33042 5,220 * 0.06 5,220 * 5,220 * 5,220 * 17.8 42 8,350 30,470 28,980 26,680 24,12048 4,870 0.08 4,870 4,870 4,870 20.3 48 8,200 29,580 27,710 24,870 21,79060 3,900 0.13 3,900 3,900 3,900 25.4 60 7,860 27,540 24,870 21,010 17,09072 3,250 0.19 3,250 3,250 3,250 30.5 72 7,440 25,240 21,790 17,090 12,67084 2,780 0.26 2,780 2,780 2,530 35.6 84 6,960 22,770 18,650 13,390 9,31096 2,440 0.34 2,440 2,440 1,930 40.6 96 6,420 20,220 15,570 10,270 7,130108 2,160 0.43 2,160 2,160 1,530 45.7 108 5,820 17,670 12,670 8,110 5,630120 1,950 0.52 1,950 1,860 1,240 50.8 120 5,230 15,200 10,270 6,570 **144 1,620 0.76 1,620 1,290 860 61.0 144 4,230 10,800 7,130 ** **168 1,390 1.03 1,260 950 630 71.1 168 3,470 7,930 5,240 ** **180 1,300 1.18 1,100 830 550 76.2 180 ** 6,910 ** ** **192 1,220 1.34 970 730 480 81.3 192 ** 6,070 ** ** **216 1,080 1.70 760 570 380 91.4 216 ** ** ** ** **240 970 2.10 620 460 310 101.6 240 ** ** ** ** **
# Bearing Load may limit load
* Load limited by spot weld shear
** Not recommended - KL/r exceeds 200
Notes
1. The beam capacities shown above include the weight of the strut beam. The beam weight must be subtracted from these capacities to arrive at the net beam capacity.
2. Refer to page 52 for reduction factors for unbraced lengths
3. Allowable beam loads are based on a uniformly loaded, simply supported beam. For capacities of a beam loaded at midspan at a single point, multiply the beam capacity by 50% and deflection by 80%.
4. The above chart shows beam capacities for strut without holes. For strut with holes, multiply by the following:
OS by 88%, OS3 by 90%, RS ( 916 holes) by 88%, RS-MOD ( 34 holes) by 85%, KO by 82%.
-
WELDED CHANNEL
44 WELDED CHANNEL www.haydoncorp.com
Welded
Channel
h-132-A314" X 158"12 Gauge Back-to-Back wt./100 ft. - 388#
Stocked in pre-galvanized, plain, powder coated Supr-Green, zinc trivalent, PVC coated & aluminum, in 10 & 20 ft. lengths. Note: Also available in Stainless Steel 304 & 316 Alloys. Other materials, finishes & lengths are available upon request.
3 1/4"
1 5/8"
7/8"
3/8"
9/32"
X
Y
SECtIOn PROPERtIES
Catalog No.
Wt./Ft. Lbs.
Area of Section Sq. In.
X-X Axis Y-Y Axis
I in4 S in3 r in. l in4 S in3 r in.
H-132-A 3.88 1.104 0.947 0.583 0.926 0.473 0.582 0.655
I = Moment of Inertia S = Section Modulus r = Radius of Gyration
# Bearing Load may limit load
* Load limited by spot weld shear
** Not recommended - KL/r exceeds 200
Notes
1. The beam capacities shown above include the weight of the strut beam. The beam weight must be subtracted from these capacities to arrive at the net beam capacity.
2. Refer to page 52 for reduction factors for unbraced lengths
3. Allowable beam loads are based on a uniformly loaded, simply supported beam. For capacities of a beam loaded at midspan at a single point, multiply the beam capacity by 50% and deflection by 80%.
4. The above chart shows beam capacities for strut without holes. For strut with holes, multiply by the following:
OS by 88%, OS3 by 90%, RS ( 916 holes) by 88%, RS-MOD ( 34 holes) by 85%, RS3 ( 916 holes) by 88%, KO by 82%.
Span (In)
Static Beam Load (X-X Axis)Max.
Allowable Load at
Slot Face (Lbs)
Column Loading Data
Max Allowable Uniform
Load (Lbs)
Deflection at Uniform
Load (In)
Uniform Load at Deflection Max. Column Load Applied at C.G.
Span/180 Deflection
(Lbs)
Span/240 Deflection
(Lbs)
Span/360 Deflection
(Lbs)
Weight of Channel
(Lbs)
Unbraced Height
(In)
k=.65 (Lbs)
k=.80 (Lbs)
k=1.0 (Lbs)
k=1.2 (Lbs)
12 3,500 * 0.01 3,500 * 3,500 * 3,500 * 3.9 12 6,640 25,540 25,430 25,240 25,02018 3,500 * 0.02 3,500 * 3,500 * 3,500 * 5.8 18 6,580 25,270 25,020 24,610 24,12024 3,500 * 0.03 3,500 * 3,500 * 3,500 * 7.8 24 6,510 24,890 24,460 23,750 22,92030 3,500 * 0.05 3,500 * 3,500 * 3,500 * 9.7 30 6,410 24,420 23,750 22,690 21,46036 3,260 0.07 3,260 3,260 3,260 11.6 36 6,300 23,850 22,920 21,460 19,80042 2,790 0.10 2,790 2,790 2,790 13.6 42 6,170 23,190 21,970 20,090 18,01048 2,440 0.13 2,440 2,440 2,440 15.5 48 6,030 22,460 20,930 18,620 16,14060 1,950 0.20 1,950 1,950 1,660 19.4 60 5,690 20,790 18,620 15,510 12,41072 1,630 0.28 1,630 1,630 1,150 23.3 72 5,310 18,920 16,140 12,410 8,99084 1,400 0.39 1,400 1,270 840 27.2 84 4,890 16,920 13,630 9,510 6,60096 1,220 0.50 1,220 970 650 31.0 96 4,450 14,880 11,220 7,280 5,060108 1,090 0.64 1,020 770 510 34.9 108 3,980 12,860 8,990 5,750 3,990120 980 0.79 830 620 410 38.8 120 3,560 10,930 7,280 4,660 **144 810 1.13 570 430 290 46.6 144 2,870 7,660 5,060 ** **168 700 1.54 420 320 210 54.3 168 ** 5,630 ** ** **180 650 1.77 370 280 180 58.2 180 ** 4,900 ** ** **192 610 2.01 320 240 160 62.1 192 ** 4,310 ** ** **216 540 2.55 260 190 130 69.8 216 ** ** ** ** **240 490 3.15 210 160 100 77.6 240 ** ** ** ** **
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45Product catalog
WELDED CHANNEL
WELDED CHANNEL800-2-HAYDON
Wel
ded
Chan
nel
3 1/4"
1 5/8"
7/8"
3/8"
9/32"
X
Y
SECtIOn PROPERtIES
Catalog No.
Wt./Ft. Lbs.
Area of Section Sq. In.
X-X Axis Y-Y Axis
I in4 S in3 r in. l in4 S in3 r in.
H-134-A 2.90 0.832 0.741 0.456 0.944 0.366 0.450 0.663
I = Moment of Inertia S = Section Modulus r = Radius of Gyration
# Bearing Load may limit load
* Load limited by spot weld shear
** Not recommended - KL/r exceeds 200
Notes
1. The beam capacities shown above include the weight of the strut beam. The beam weight must be subtracted from these capacities to arrive at the net beam capacity.
2. Refer to page 52 for reduction factors for unbraced lengths
3. Allowable beam loads are based on a uniformly loaded, simply supported beam. For capacities of a beam loaded at midspan at a single point, multiply the beam capacity by 50% and deflection by 80%.
4. The above chart shows beam capacities for strut without holes. For strut with holes, multiply by the following:
OS by 88%, OS3 by 90%, RS ( 916 holes) by 88%, RS-MOD ( 34 holes) by 85%, KO by 82%.
h-134-A314" X 158"14 Gauge Back-to-Back wt./100 ft. - 290#
Stocked in pre-galvanized, plain & powder coated Supr-Green, in both 10 & 20 ft. lengths. Note: Also available in Stainless Steel 304 & 316 Alloys. Other materials, finishes & lengths are available upon request.
Span (In)
Static Beam Load (X-X Axis)Max.
Allowable Load at
Slot Face (Lbs)
Column Loading Data
Max Allowable Uniform
Load (Lbs)
Deflection at Uniform
Load (In)
Uniform Load at Deflection Max. Column Load Applied at C.G.
Span/180 Deflection
(Lbs)
Span/240 Deflection
(Lbs)
Span/360 Deflection
(Lbs)
Weight of Channel
(Lbs)
Unbraced Height
(In)
k=.65 (Lbs)
k=.80 (Lbs)
k=1.0 (Lbs)
k=1.2 (Lbs)
12 2,180 * 0.01 2,180 * 2,180 * 2,180 * 2.9 12 5,140 19,250 19,170 19,030 18,87018 2,180 * 0.02 2,180 * 2,180 * 2,180 * 4.4 18 5,100 19,050 18,870 18,570 18,21024 2,180 * 0.03 2,180 * 2,180 * 2,180 * 5.8 24 5,040 18,780 18,460 17,940 17,32030 2,180 * 0.05 2,180 * 2,180 * 2,180 * 7.3 30 4,970 18,430 17,940 17,160 16,25036 2,180 * 0.07 2,180 * 2,180 * 2,180 * 8.7 36 4,880 18,010 17,320 16,250 15,03042 2,180 * 0.10 2,180 * 2,180 * 2,180 * 10.2 42 4,780 17,530 16,630 15,240 13,70048 1,910 0.13 1,910 1,910 1,910 11.6 48 4,670 16,990 15,860 14,150 12,31060 1,530 0.20 1,530 1,530 1,300 14.5 60 4,420 15,760 14,150 11,840 9,53072 1,270 0.28 1,270 1,270 900 17.4 72 4,120 14,370 12,310 9,530 6,96084 1,090 0.39 1,090 990 660 20.3 84 3,800 12,890 10,450 7,360 5,11096 960 0.50 960 760 510 23.2 96 3,460 11,380 8,640 5,630 3,910
108 850 0.64 800 600 400 26.1 108 3,100 9,870 6,960 4,450 3,090120 760 0.79 650 490 320 29.0 120 2,770 8,420 5,630 3,610 **144 640 1.13 450 340 220 34.8 144 2,230 5,930 3,910 ** **168 550 1.54 330 250 170 40.6 168 ** 4,350 ** ** **180 510 1.77 290 220 140 43.5 180 ** 3,790 ** ** **192 480 2.01 250 190 130 46.4 192 ** 3,330 ** ** **216 420 2.55 200 150 100 52.2 216 ** ** ** ** **240 380 3.15 160 120 80 58.0 240 ** ** ** ** **
-
WELDED CHANNEL
46 WELDED CHANNEL www.haydoncorp.com
Welded
Channel 2 X
Y
1
43"
87"
329"
83"8
5"
SECtIOn PROPERtIES
Catalog No.
Wt./Ft. Lbs.
Area of Section Sq. In.
X-X Axis Y-Y Axis
I in4 S in3 r in. l in4 S in3 r in.
H-142-A 3.52 1.001 0.607 0.441 0.779 0.413 0.508 0.642
I = Moment of Inertia S = Section Modulus r = Radius of Gyration
h-142-A234" X 158"12 Gauge Back-to-Back wt./100 ft. - 352#
Stocked in pre-galvanized, plain & powder coated Supr-Green, in both 10 & 20 ft. lengths. Note: Also available in Stainless Steel 304 & 316 Alloys. Other materials, finishes & lengths are available upon request.
Span (In)
Static Beam Load (X-X Axis)Max.
Allowable Load at
Slot Face (Lbs)
Column Loading Data
Max Allowable Uniform
Load (Lbs)
Deflection at Uniform
Load (In)
Uniform Load at Deflection Max. Column Load Applied at C.G.
Span/180 Deflection
(Lbs)
Span/240 Deflection
(Lbs)
Span/360 Deflection
(Lbs)
Weight of Channel
(Lbs)
Unbraced Height
(In)
k=.65 (Lbs)
k=.80 (Lbs)
k=1.0 (Lbs)
k=1.2 (Lbs)
12 2,960 * 0.01 2,960 * 2,960 * 2,960 * 3.5 12 5,950 23,150 23,040 22,870 22,66018 2,960 * 0.02 2,960 * 2,960 * 2,960 * 5.3 18 5,890 22,890 22,660 22,280 21,82024 2,960 * 0.04 2,960 * 2,960 * 2,960 * 7.0 24 5,810 22,540 22,130 21,470 20,69030 2,960 * 0.06 2,960 * 2,960 * 2,960 * 8.8 30 5,710 22,090 21,470 20,470 19,32036 2,470 0.08 2,470 2,470 2,470 10.6 36 5,590 21,560 20,690 19,320 17,77042 2,110 0.11 2,110 2,110 2,110 12.3 42 5,460 20,940 19,800 18,040 16,11048 1,850 0.15 1,850 1,850 1,660 14.1 48 5,310 20,260 18,820 16,670 14,37060 1,480 0.23 1,480 1,480 1,060 17.6 60 4,970 18,700 16,670 13,790 10,94072 1,230 0.33 1,230 1,110 740 21.1 72 4,590 16,950 14,370 10,940 7,85084 1,060 0.46 1,060 810 540 24.6 84 4,190 15,100 12,060 8,300 5,77096 930 0.60 830 620 410 28.2 96 3,780 13,210 9,850 6,360 4,410108 820 0.75 660 490 330 31.7 108 3,360 11,360 7,850 5,020 **120 740 0.93 530 400 270 35.2 120 2,990 9,590 6,360 4,070 **144 620 1.34 370 280 180 42.2 144 2,400 6,690 4,410 ** **168 530 1.82 270 200 140 49.3 168 ** 4,910 ** ** **180 490 2.09 240 180